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Home My WebLink About7423 Sail Clover Lnw 99 99 0 20'fO5-4EHBHAYDEN HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel- (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 - Mmmm cw& 7�v TR (M) -AI]. GOCIIL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSIRILCTIDN TYPE — VB -M@I. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vesd=124 MPH - - G -I-STORY RESIDENCE - .2-STORY RESIDENCE - MAIL HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS ALL. ALTERNATE MFR. MEDICINE CABNET AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD MOUNTED CAB. CABINET MTr.. METAL CLG. CEILING N.T.S. NOT TO SCALE CI.R. CLEAR O.C. ON CENTER CONC CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMICTILE PH. PHONE D. DRYER PUT. PLATE DEL DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED P. PAIR DIA. DIAMFTER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL ROD. RADIUS DP. DEEP RA. G. RETURN AIR GRILL DR. DOOR REF REFRIGERATOR D.S. DOWNS UT RM. ROOM O.W DETAIL R.O. OPENING D.W. DISHWASHER S.C. SMOKEDETETDR En. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ EQUAL, SHT. SHEET EXH, EXHAUST SHTHG. SHEATHING EXF. EXTERIOR SHWR. SHOWER F.GTX, FIXED GLASS SUM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. OL. SLIDING GLASS FLR, FLUOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPEREDGIASS G. GAUGE THK THICK GAR. DISP. GARBAGE DISPOSAL T.D.C. TOP OF CURB G.F.I. [NTERR ERTCIRCUT T.O.S. TOP OF SLAB GI_ GLASS TYP TYPICAL GYP. BD. GYPSUM BOARD UN O. UNLESS NOTED nH. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF MR. HEADER W WASHER HOY OR FIT HEIGHT W/ WITH INS INSULATION WD. WOOD INT. INTERIOR W/11 WA ER HEATER w.I. WROUGHT IRON DATE DESCRIPTION 064&n 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0VI5/IS BID BET ISSUED PG Cl-COVER SHEET pG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEV $-"K" PG A4K-LEFT & RIGHT ELEV p� g� PG EL -FIRST FLOOR ELECTRI ING PLAN �r`� PG E2-SECOND FLOOR ELEC C' PG Ml-FIRPG ST() `L ©R/DA � �/pL y ` v . ht�c FLOOR MEC ��t �CE� s+11' CG "V La p ui, PG M2-SECOND FLOOR MEC a% Ric, PG Dl-DETAILS DIN O� > OE PG D2-DETAILS ANc Cog' PG D3-DETAILS �HYJ PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL, ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WAIL, ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 02A3AD ADDED ELEV. 'J' 4 K' MTFI SIDMCs PER MARK BOWS 02R0AB BID SET RE -ISSUED V m/18 FOOTING REVISIONS PER M. BOWS 061BAS I -JOISTS INCORPORATED Nt0 MASTER PLAN 06R®/IB CONSTRUCTION DOCUMENTS RE -ISSUED 08AIM ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL &26/19 DETAIL- 'ADDNG BAR TO BOND BEAM' ADDED TO 512E 02R6A9 PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC, 1441 NORTH RONALD BEACON BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ' P.T• CAT/ • S SQ. 1 �IlA1WW �7 03R9/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR m,(�fy UPDATED LEDGER BOLT SIZE < SPACNG� Isr FLRuvwG 1,104 SQNT. 2ND Fi-R LIVING 1.501 SQ FT. TOTAL LIVMG 2b05 15a FT. GARAGE 431 SaF'T. PORCH ELEV 1W III Sa FT, TOTAL ELEV K' 3,153 SCL FT. 8RI0 PATIO 80 SGL FT 01i/ryl9 REVISED I -JOIST LAYOUT 06/2UIS ADDED LED LKANTS TO K TCHEN 4 BATURO" PER MAW, SMES 01123M ADDED STONE OPTION TO ELEVATIONS'G','W,'J' 4 K' Y LEDGER BOLL , REVISED 1045/g ADDED OPT. &-O' CEILINYs HEKsHTS OWWO REPLACE USP CONNECTORS UMT14 SIMPSON CawECTORs 03/OWV REVISED DETAIL ON SHEET D2 OFT. 8'-V' CLCm WIT. 04/2020 REVISED STAIR SECTION DETAIL FOR CPT. W-0' CM HGT. 01mial 2020 MC UPDATE 03/0341 ADD SAFIT DETAILS STRUCTURAL SHEET DESCRIPTION 03/05/2I ADD FLAT HEADER O T -W APF. (S'-O' CLG ONLY) PG SL—FOUNDATION PLAN PG SlAA-DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN PG SL.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S2.2A-SAFE LOAD TABLE S3-FIRST FLOOR FRAMIN� „®, I PG S3.1B-DETAILS C/ PG S3.IA-DETAILS % �' ��A! E ISEP PG S3.1C-DETAILS of �� - (] PG S4-SECOND FLOOR DECK '6 2 PG 54.2-SECOND FLOOR DOWEL / g r PG S5-SECOND LIFT BEAM PLAN AND NO $U',�t VE'"x PG SS.IA-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SNl-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS 00/16/21 ADDED 20' ROOTER OPTION DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL ILABU= FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF TIME CONSTRUCTION (AS ANDPG DESCRIBE OF IN THIS DRAWING SET) ARE FURTHER DETAILINGOR EXPL.ANA1TIO IN IN NE Devv 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTITEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSDIDLTY 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. I1/0U21 ADDED FRENCH DOOR OPTION M N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 y n q Z s � a KK t o o S F 4A o S � S 4 i5 sUBD1V Be Lotil ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 DEU YRIG 4 E H B "2605-HAYDEN" GARAGE BVIMG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C IA Ia ATE: 02/O8/22 CALE 1/4"=1'-O" RINT HEET C1 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.21.2. 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 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. NAND 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 R3025.1: 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 13/8INCHES 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 R3026 & 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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: 1. 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: 1. 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 ROOF/WALUFLOOR 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 G' 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 P2603.2. EXTERIOR WALL COVERINIGS 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, 11T 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, ASTWC1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-G1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -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 i. EXTERIOR CEILING TO BE 112 'GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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 BUILDERS / 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) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngrouPmm AA #: 0003325 n h o J a a K�K 4 9RUDDIV. Nk LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 &&DIM 4EHB "2605-HAYDEN" GARAGE 9WING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. qj loolm F__wl mmok, ..� fu^�q. W. �: DAM 02/08/22 BCALE: 1/4"=i'-O" JsiIEET GN PATIO op �� ABOVE 0 r ------ I I HB. 3052-OW 6068 SGD. (2) 3052-SH EGRESS 1 21'-4, Rm 12'-4' I I DMQ i e BEDROOM N 1 _ 0, LIM e'-W aA - 8 CLLG. ROOM 8'-0' CLG. 91 1 FLAT HDR � "v I A I I I rz) zmba 0 I v • ;p POST `r II 11� -- --- IR-18H D n ID 3 I w .n11 vlc n ctv e BATH42 V-0CLG KITOIEN V i�0 0 1101-- x 0 — ------------- F,3' HB_ 0 REr AD STAIR DATA 2868 SC 15 RISER + 7.52• 20 MIN. 3-SI-I - — -- ��/// — -- 14 TREADS 10' BOLLARD AS RE62 PER BLDG. FLAT HDR • FLAT F CODE II AFF. GARAGEFI EX i @ PGya W-O' CLA io 4yll 81-0' CLG. III Q' W-0' C A 0 tll FLAT HDR •III e (2) 3052-SW I Y-8' 9'-II' 4" 2'-10' 16'-0' 2'-10 9 v PORCH e 8'-0' CLCa v 16'-0' X 1'-0' O.H. I FIRST FLOOR PLAN SCALE: 114' . I'-0' 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 t ITS ATTIC AREA BY NOT LESS THAN ly'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(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 (1TH ED.) 302.1 Compm mctADLl "vLOADS ffiW NIO9F MFD8311 I3DOt6B mgm emm zm 1pllHm" mmm MID TIPE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 5 36/-41 DR. MIN. CRITERIA S.G.D. MIN. 41 5 34/-43 CRITERIA 16010 O.P.D. M 5 3LO/-34b 12'xI2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 71'H ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DAIS OM SQ.FT. CAM'S BT FLR LIVING 1,104 SQ. FT. 2ND P.R. LIVING 1,501 Sa FT. TOTAL LN Wx 2,605 Sa FT. GARAGE 431 SQ FT. PORCH ELEV W III Sa FT. TOTAL ELEv 'K' 3,153 SQ. FT. 8x10 PATIO 80 SQ FT. MASONRY/FRAME WALL LEGEND 8'-0® UN.O ON PLANS BRG. HST. VARIES 8' BLOCK WALL UND ON PLANS li'-4' 15IQS. INTERIOR LOAD BRIG. WALL UND. ON PLANS 4' INTERIOR O LOAD BIB, WALL UNO. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1 E 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA Ah 0003325 w g n o � rr kk J pQp 1.4 S C S SVBDIV. ae LOT: ABBOTT PARK LOT #21 BLK #12 PHASE #4C PiLOJECT/ 04181.04C-21121 MODEL: 4EHB "2605- HAYDEN" GARAGE SVIINO: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C pltD" DA7M 02/08/22 mcALE: 1/4"=1'-O" slEm= Al C DEL. TOP PLATE 0 M BAR DETAIL (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING AHUSEA TREADS TO STRINGER IW(3)% 3' SCREWS • EA STRINGER, WTWiEADED SHMK To EXTEND BEYOND THICIOJESS OF & S-FLOOR SHEATHING i / I � 47' K IR WALL AV / w CAP / U 21 3/4' KIIX PLATE Z I'MAX MAX E NOSING w O U STOR. / REW Sl'P I GEIE REW'FORCED WWV1X4 SPF m / WYC40NT. BEAD OF &8-FLOOR AD1EGIVE PL-400 OR 61111LARE • / EA NowzoNTAL RUN m / a X 4 RE-NFORCING / . EA. 2 X 12 STRING.ER SECURE W/12d W-S' OC. ax4 ATTACHED W/ I®d MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 37' OC. MAX 42' HIGH HALF WALL W/ CAP 3/4' TO. 01.1E FLOOR LAUN . GLUED 4SCREWED PER FASTENER SCHEDULE 9'-4 3/4' 2ND FIN. FLR S'-0• E,Rs. HGT FRMING SHEET) N&M STAIRS RISERS TO C0NFOW TO FBCR ITH EDITION (2070) M. TREAD- . MAX RISER-1 3/4' STAIR DdTA: 3A&' MAX VARIATION N 15R 6 l52' McERSAREADS, ADJACENT TO EACH 14 TREADS • OTHER 3/e' MAX VARIATION IN ANY 10'• 1' NOSING IV ERRlEAD NANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4' .-1/4' OR PROVIDE EGLIVALENT GRASPAISILITY WINDERS- MN. V WIDE NARROW END MIN. II' WIDTH • 12' FROM NARROW END 34' MK HANDRAIL W.T. NQm- 4RCA—OSED ACCESSIBLE SPACE UNDER STAIRS SWILL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOIFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7' GYP&.M BOARDS. RWR 302.T. STAIR SECTION B SCALE: 1/2'"1'-0' THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN I In' HANDRAIL • 36' AS PER FBCR R311.lb2 W/ 2X4 RE-II�ORCING NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14'3 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF VS'. 2. THIS FLAILING 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 BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601,5.1 / F.B.G. 2020 HANDRAIL SECTION C SrALE:3/4'.1'-0' �i�- DTL. D'-0' NOTE: HEADER FINISH TO ME PER C40 NAAJITY STANDARDS 1441 N. RONALD REAj LONGWOOD, FL PH: 407-7748 FAX 407-7744 wwwabdeslgngro AA M: 00033 0 t] 0 rc n a � av8ary & LOT ABBOTT PARK LOT #21 BIK #12 PHASE #4C PROJECT# 04181.04C-21121 MODEU 4EHB "2605- HAYDEN" GARAGE OWWO: RIGHT PAOE: FLOOR PLAN SECTIONS DETAILS 160 MPH EXP. C DATA 02/08/22 scALa: 1/4"=1'-0' aiIa cT A1A SHINGLE ROOF FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT FYPON BKTIIXIT OR EQUIVALENT 17'-4' 2ND FLR4, 4' SED BAND 6' RAISED BAND ' /43/4' 9'-4 3/4' � I 2ND LFNIF R .- 8'-0- BRG. HGT' a ENTRY --T I TYP. I 4' RAISED �\ SAND (TYP.) \ I S' RAISED BAND (TYP.) �fI 0'-O' FIN. FLF ----------------- 25'-4' BLDG. HGT. 12 SHAKE SIDING AS SPECIFIED �5 (TYP.) 6' TRIM / BOARD FRONT ELEVATION-K SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE OFF RIDGE VENT 12 5 /d' FRIEZE BAND (TYP.) 2ND FLR. � BRCs PYPON I6'X62' DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND 1-4 3/d' 2ND FIB Cl-G. HGT. '—OPT. COACH LIGHT AREA OF ATTIC = 1585 SO FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA 1585 /300 = 5.28 VENTILATION AREA X SO, INCHES PER FT. (144) = 760.8 SO, IN. MIN. REQUREDVENTILATION = .5X 76D.8 IN UPPER PORTION OF ATTIC - 380.4 SO. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 38U 4 /Us TOTAL# OF VENTS REQURED = 3.3DA3 TOTAL# OF VENTS PROVIDED - 4 •AREAOFATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WAU, NO OVERHANGS I NCLUDED 1/2' THICK T COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV.'L'-TYPE R.AOMNG SET N ROCFING CEMENT —� FIBE"GE' SN6Y#LEB WANDERLAYFF]li A6 PER FBCR 7X6 8Yp PT LEDGER W/ 9m6.LL ROOF SHEATHING THICYJE66 I/1'x8' TFREADED ROD 32' A6 PER SHEET aNL 6EGTR�D PER O.O. 4 UNilNN 6' OF EACH FASTBER SCHEDULE END HAX SET N SIMPSON SMPSLW L6U-76�� NIGH STRENGTH EXPDXY b' MN EMBED. I 2x6 SYP RAFTERS OR PRE-EJGD TAI18S— ROOF 6LOPE� --- 1 ELEVAT ON 2X6 BYH LEDGER IOU MN. T7I6. 066 &HEATH 11" THREADED ROD E GUSSET TO BE BECINRED TO 32'x6' 3Y OL. 1 WITHM 6' 6 2X6 M9'EERS W/ Rd NAILS EACH END MAX. SET N 3' or- . PEItlFETER I' -a' SR1Pam HKN STRENGTH 6DHI•BGN LUS-26 W7 (4) IOd'4 2,_0 EXPDXY 6' MN EMBED. TO LEDGER AND (21 I®d'• TO 2.6 JOIST C14ANNFL FOR SOFFIT FLR OVERHANG DETAIL BRCS. T. HCsT�- Bids. HG I I F-1 0 I I SCALE: IR I'-0' I 1 [-]'n 1 I 9'-4' 3/4' 2ND FLR. $ I I _ _ 9'-4' 3/4' 2ND FLR FIN. FLR/BRCs. HGT. --7 --- --------------------- --- FIN.FLR./BRG. HGT. gSLIE"TT &ENGINEEHOP� DRARRNGS SEALED BY La 8'-0' CLG. HGT.� I I __—_—_—_—_—_—_—_--_ —_ _-- _-- 8'-0' CLG. HGT. PROFESSIONAL ENGINEER FOR REVIEW ��— Y— ----' -- AND C.OFP'ENT6 A I 1 0' STTd1GTURAL AhING 9EE I 1 ❑ ED TYP. I I 2No rile eFii W.T. I I lPge ELEVJ Y— - - I ( 0 uD EDGE MNFR WARRANTEE P S TMW e�IURALL -' REOWREMEN76 `9 ~ W IUR/W FA60A IIN7H DIxEA1C METAL BETRICB n�waL°edM I bd, 23,6 DIOOD FASCIA SEE I I V> STRUCTURAL FOR FASTENERS 0'-0'FIN. FLR4, J _—_ _ 0'-0'FIK FLR VENTED 9GIfIT PER AtTIC CAI C'6 �_— I/2' TWIG, T COAT CE'F24i PLASTER APPLIED DIRECTLY O TO MASNRY RA15ED TRIM PER ELEVATIONS 2ND FLR UNDOIU PER PLAN RAKE SOFFIT DETAIL REAR ELEVATION-K B SCALE,Il1I' SCALE: 114 • F-0' TEXTURED FINISH 2A41 N. RONALD REAGAN EILVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.com AA Y: 0003325 M FO x o a 08C Bmmm Z LOT: ABBOTT PARK LOT #21 BLK #12 PHASE 4C PROJECT�F 04181.04C-21121 bWDEL: 4EHB "2605-HAYDEN' GARAGE BITMG: RIGHT PAGE: FRONT & REAR ELEVATION "K" 160 MPH EXP. C [EA ? 1 PRINT 02/08/22 DATE SCALE: 1/4"=1'-0" SHEET A3K Il'-4' 2ND FLR ...vs V-4 3/4' 2ND FLR FIN, FLR/$— 8'-0' GLG_ HGT 0'-0' FIN. FLR,, 2ND FLR B"T, V-4 3/4' 2ND FIN. FLR. 8'-0' BRG. HGT _ 0 ENTRY 0'-0' FIN. FLRA LEFT ELEVATION-K SCALE: 1/4 . 1'-0' TEXTURED FINISH RIGHT ELEVATION-K SCALE: 1/4 - F-0' TEXTURED FNISH DOUN .ION I OR LLENT 2ND FLR BRG. HGT. 9'-4 3/4' 2ND FLR FIN. LRF. GLG. HGT. oV-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdesigngroup.com L AA M 0003326 J cl 0 h Ls � k is � a ��ppsps o V SUBDM a LOT. ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 MODEL: 4EHB "2605—HAYDEN" GARAGE SWMTG: RIGHT PAGE: RIGHT & LEFT ELEVATION "K" 160 MPH EXP. AL DATM. 02/08/22 SCALE: 1/4"=1'-0" SHEET A4K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 176v CUTLET 20 AMP eNSLE POLE LI0✓ OUTLET IIOV OUTLET � DF atlLl' IUREo m aYNrcu � an 11®V OUTLET ECRUP® WtlR IO FALL RESISTANT• RESISTANT TYPE) 220Y OUTLET (4) RTr= CONNECTION w 1 DUUnzr MfEpWl•TElr eWITCFI awCM 3-WAY OPER W4 TRTCH 4-UTAY OPER I-o �V ueu L101d— CEILING LIGHT © LED CLG Liam LED VAPOR ©vp PROM LWW O VP VAPOR FROM LIGHT OIs{ESOM CAN vENT. FAN I CPM PER Sa PT. VENT. FAN YYLISHf I CR'! PER SCL FT. Y FYCIITRE Net"ece Teo By MW WRAP ® AROUND � re) K"ORBSCENT WRAP ° ARaw A111 (aLTRFA�T•NNv ��--' a' M.UOneacEIT 4' FLUORESCENT i' TRACK LkW 0 PANEL � METERS • SA. eI'x>Ke oeTecroR SATT. RS•IX-IF Y eD. UILLL MOUNTED 061L I3AcKdr snow DeTeGTOR W-Hmx Nm CARSON e,pIM aINTER COTO�MIA.LBE BAtT. coat-Ir av E AIMMORS TER H'TED4 ADISTANCE O= NOT LESS ?WEN 4- PROM WALL PENDANT LIGHT F> NATURAL GAS OUTLET . TILErNRi JACK KIM WATTS IEAtER o Ea7eQ Dleca4Ea ant coND 2 UXO S� AW DIaCONNCOi TELEVISION JACK CELNS BON RCGLNew OJ-Scx TO OR WA -FORTED N ACCORDANCE WT B MARKED AS SHOW FOR INSPECTION CE CELING IWI&IGNT TO DE SUPPORTED M ACCORDANCE UV BOX MANWO M SUW POR 24- INCANDESCENT I�Q4 LIGNt STRIP Ononnn 36• INCANDESCENT LIGHT STRIP nnnnnnnn 4W N6.4NOMBOR LkW4t STRIP ROOD LIGHT OPT SeaFITY O KEYPAD Fo PAL PSW4%ITT0N FOR CWM'ES Ue6 raw • LOCATION OF TV JACKS 4 PNCNE OUTLETS • FANS TO SE VERIFIED • NOMEOU ER PRE -CONSTRUCTION I`EeTYN1G, • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FALLT PROTECTED PER ELECTRICAL PROVISIONS OF i� TIN EDITION l2020) 4 NEC 21012 WIT 121 • 20 AMP DEDICATED LANDRY CIRCUIT. • 6M . ISLAND tNOT ON KITCHEN CIRCUIT) • DIMIIAASMR DISCONNECT TO BE LOCKOUT IN PANEL • BATNOOM QSiAIUST PAN TO NAVE MM. CAPACITY Oa Be CRT INTERMITTENT PER ELECTRICAL ICAL PR)' VISIONS OP SECTION M5013 15 • t.ANDRr ROOM APD DIESNFFYdeIIER RECEPTACLE SMALL BE GROUND FAULT GR17ET-NTEEIRI PTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRNY. METHOD SMALL ISE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBOR TTM a9 [20202 • ALL WOW To CO'PLT IITTM ELECTRICAL PROVISIONS OF TIE FBBR TTH ®f2o20A • ALL LAPPS SHALL BE SELECTED 6Y MU DER AND F ENEMY EPFlCIB4T TYPE PER FIaG ENERGY GOMSERVdnON [RESIDB4TIdL ENERGY MWA E NCT) 2020, Vh EDITION RA04J FOR VENT OR MICRO PATIO y B DMM ROOM I rx PAN. BOOM I PR£ -WIRED CLG FAN I I I J I ` � -.I—SWITCH IN CABINET -' ,II'— / OUTLET /TO 2ND FL. SWING -I FOR DW I � P III `I / III FLEX I I I C: �J III FIRE -WIRED 111 / FOYER CLG FAN III N I P.8 FOR I /�Y-•NCI I I �--�- PORCH L------------------- Lo /1-PB. FOR GARAIGE DOOR I IT .\c� KEYLESS FIXTURE GFI ll GARAGE @B DOOR F RMIRE GARAGE FIRE -WILD CLG FAN BDRX#2 rT /A T 1 BATH #2 I /BOLLARD AS RECL PER BLDG. CODE -------------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' a 1'-0' I I I L I \\ - LED LIGHTING C� SINGLE LAV. BATH •2 FIELD VERIFY LOC. IRRIGATION OUTLET • 48' AFF, 150 AMP ELECTRICAL RISER NOT TO SCALE ELECTRICAL MATERIALS 00 INSTALLATIONS SHALL CO'IPLT WTH ELECTRICAL. PROV"NO S OF THE Pam TIN �P U bPiYIIJSYU�W)t LOCAL CODES. AND ALL LOCAL FOYER COMPANY REaTRE'9NM 5 ALL CONDUCTORS SNAIL BE TYPE T"rn" UNLESS NOTED OT ERWISE. PROVIDE "to OL TWIN • PS CU IN2' CONDUIT OR 3 %V AL THIN • PS al IN2' CCTDLIIT OR 2Aa AL SEA [COWUT TO TERMNATE ABOVE SOFFIT • OVTRNANG) OCMI NATION aERVICE DIaCONECT SWITOU AND ELECTRIC METER INNEU 3R E NCL06LM I PO1ER CexP.wY T STNKJ! SERVICE EI4IRAICE elnxvaE E+rwnce I•Ja1T•1•!Nt m,PPE+r MTERSTotTY OON OM TEJf•INAL At LOW VOLTAGE COMECTIOW PROVIDE 60 APP, =440 VOLT. I PHASE SECONLAR:K-� 1 µ CU SERVICE WD CONECIED TO ELECTRICAL. SERVICE PROVIDE 3 4 COPPER (OU) IN CONCRETE ENCASED FOOtER STEEL PER I -VT' DIA W PVC ID CONDUIT OR PROVIDE 3 ELECTRICAL PV1&DNS OF TIE PEOR T IM 2M ALU MM (AL) IN2" DIA SREDME So PVC ND COUIT UNLESS SERVICE 1e PROVIDED BY THE ELECTRIC CO'1PANY. COORDINATE WITH TFE ELECTRIC S)a" DU CUK S FT LONG COPPER CLAD ORCWD ROD COMPANY PRIOR TO BD. 1A41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 W �+ y 0 3 gx� o� 0 qp SUHDIV. Sc LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 bWDEis 4EHB "2605-HAYDEN" GARAGE SVfMC;-' RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ORMANNE 'M�M 1DRATE:02/08/22 SCALE: SHEET 1 l ELECTRICAL LEGEND SYME50L DEFINITION NOTES 125V CUTLET m AMP' 6NGLE POLE nOV OUTLET IIOV OUTLET w OFOUT. WIRED to suorw GFf IIOv OUTLET EOYPED WGI60 PAIL IHI (TAMPER! " 16TA C 167""T TTPE� a@ zmr OUTLET w w m CONNECTION W —C'- GFI EXr. WATEIVROOF OUnxT GReOUND FAULT WfEIWPTeI OUTC4 BUFTCN 3-WAY OPER $4 6WTCI4 4-UY17 OF£R UALL MOUNTED ' V LIGFR CEILING LIGHT © LED CLG LIGHT ©v' LED vAPOR PROOF LIGNt @ yp VAF M PROM LIGHT Qp mmosm CAN eVENT. FAH I OM Fee ea Fr. V91t. FAN YIM.IWt I ORM Pee BG Ff. V FnfT1114E r6PEC6 TED fT- I�(jIH.I (RECESSED) AROUND � AROUND r6wsL.A�rNrJ 2- 4' La, 0 PA4FL sib ME78[ • SD. GruKE �tecrole mnYYy,p6�yt yy SD. WALL MONIED Barr, eAOCaP GMOKE OETECTOR WLH6 ® B/CO cm=x StllQia !)k1LGfOR COoO BAIT. BACK41P IIY s4TERCONN'ECTeD 6NALL aE A 016TANCE OF NOT LUG TWIN A' FROM UTALL PENDANT LOW N� NATetL GAG CUTLET ► TT6-EPNQi JACK VA4 U4TBe HEATER re eE ElA WAZ&ya.�, aim D16CONE['T AIR C NDITI O BEE AW ON DECOMCr I -a 1ELE11OW N JACK CE Letl BOX M IN SUPPORtlD N O J-e0X ACCORDANCE 0 BOX MAFKED AS WON RM CELM BOX REGUROM CELNG F/NNA.IGNT ACCORDANCEMBE61J9C IW BOXN C1 MAWED As e1ICH FOR nnna 74. 6t4NpfAcs T LIfA4T 61RIP x• NCANDE&CESIT LIGHt 61MP nno 46' brANDEGLBIT LKN4t 61RIP NLOOo LIfA4i ICI• eEasen KE RarPaD FQ PL REN14wTTC N 1 FOR aame uee PORT • LOCATION OF TV JACK6 4 PHONE OUTLmT6 4 PA46 TO BE VERIFIED • NOI'EOLLIFR Rim-OCN6TRUCTION • ALL 15 4 m AMP BRAWA CIRCUYTG TO BE ARC FAULT PROTECTED PER ELECTRICAL PIa7VISIONe OF � ITM EDITION [zmam) 4 NEG rm)z zmn EDITIO . • 70 AMP DEDICATED LAUNDRY CEeDWT. • CA . 16LAND (NOT ON IOTCIEK CIRCUIT) • DISM 46WOR DW4N NECT M BE LOCKOUT N PANEL • BATNI 0 l Ei04AUST FAN TO HAVE MN. CAPACITY OF 60 OM NTEREMITTENT PER ELECTRICAL PIS"Ok" OF SECTION Me0t9 T9 TTI.1 EDITION (70]Ol • LAUTRI ROOM AND DISIaIMB/ER RECEPTACLE 6NALL BE WWUND FAULT CIRCIWT-NTEIEUUY•fER PROTECTION FOR FTJi60MEL ON FEmERb • WIRNG METHOD MALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PBCI1i T741 m r]0M). • ALL WOW TO COMPLY U/TI4 ELECTIWCAL F%MSION6 or THE FLCR'ITH ®rMo1e) OF • ALL I SHALL BE BELECtm er BUILDER ANb TS% OF LK4UNTN6 MIbT BE ENEIG T QFICIBNt nrt FER ETPICIFJNCT) z50. 1Rh EDITION RLOIJ i 1 -----J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . 1'-0' I i I I I a I I I m I I I m II f LED LIGHTING @ DOUBLE LAV. BATW •1 LED LIGHTING @ DOUBLE LAV. BATP •3 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA tl: 0003325 J F x h n m O Qg F r W i O S SuE rv. dC LOT: ABBOTT PARK LOT #21 BLK #12 PHASE #4C PiiOJECTo 04181.04C-21121 MODEL: 4EHB "2605- HAYDEN" GARAGE 8VRNG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DA�1'E: 02/08/22 SCALE: 1/4"=1'-0" BIiEET E2 S, FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' i— — — — — — — — — — — — — — — — — — — — — — — — J I 2' VM SECOND FLOOR Y PLUMBING PLAN SCALE: 1/4 . F-0' 2' _IR LAV =' VTR 3 TUB 7 WA64M 2' VTR t-Vt 3. I-Ut AUTO VENT I-IR ON AV BHIR 2' KR 2- 2. 3' LAN, I!1' CO 3' TUB 9' 9' TO MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-774-6078 FAX 407-7744078 www.abdftlgngroup.com Illb AA A: 0003325 F n y 2 O C r��f 5p gg pp SXMDIV. & WT.- ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT* 04181.04C-21121 HODEIe 4EHB "2605- HAYDEN" GARAGE B71ING- RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C 1 DATE: 02/08/22 sCAum 1/4"=1'-0" 8I;EET P1 HVAC NOTES 1. 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 BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES WALL 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, SWALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 6031 1. BATHROOMS CONTAINING. BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIR'_ 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 WCs. RECOMMENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TFaW BALANCING DAMPER OR OBD O CEILING EXHAUST PAN CEILING EXHAUST FAN • LIGHT O/A OUTSIDE AIR ® THER"IOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS 1010 EXTERIOR WALL PLENlY1 T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCCNS UNIT SIMPSON WB ROLL STRAP b OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4. PVG CONDENSATE DRAIN LINE SECURE STRAP TO WIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB •8XI 1/4' SHT. MTL SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM �� `RADENSING UNIT TRAP DRAM LINE AND TERMINATE DRAINLINE CONNECTION TO PAD IN AN APROVEDRAIN, PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE NOTE: MAIN COND. DRAIN 3/4' DIA SECTION 3012.4 OVER HEAD' 12' FROM STRICTURE HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. � � � WALL COUNTERSUNK C.O. PLUG I,_6. WE SPEC. BRASS PLUG �---FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED—WADE EQUIRED 00 WADE 8240-K JOSAM 560 INSIDE / FSERIES NICKEL BRASS TOP CAULK P.VIC OPTI/SPEC OFLOOR SLAB CLEAN -OUT (T RK GRADE OR PAVING 1'-5'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) r---------- -- 1 - -- — — — — — D I I 14' S/A FROM KOUM A50VE BEDROOM ---- I X3 I I II 12XI2 14X6 ------ I II j j PASS ' THRU BATH #2 11----�X 0 I------------------- X ,I KITCHEN I I I STOR, I I I I _ WH o 12XS 8X4 i ♦ m. _ \ III III FLEX IIl FOYE III III I PORCH I I — — — — — — — — — — — — — — S' S/A FROM ABOVE GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774 O78 www.abdesigngroup.com AA #: 0003326 o rn C a a 14 c ee a avaDry Sc LOT: ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 MODELa 4EHB "2605- HAYDEN" GARAGE 811MG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 191 A A NO DltmT ATUM 02/08/22 BCALE: 1/4"=1'-0" NNEET M1 i- - - - -----------------I SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' : 441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77478 www.abdesigngrou-40p.com AA S: 0003325 n h �s is o �� m 5I I L J StMDIV & LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 awDzIA 4EHB "2605-HAYDEN" GARAGE aWMG: RIGHT PA SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C DATM 02/08/22 SCALE: 1/4"=1'-0" a*== M 2 PER�I 2X4 TOP PLATE PLAN --- T- PRE-FAB TRUSS I/i' CLG. BOARD 1/2' DRYWALL ��. T`J)Y SECURE BT. — PLATE TO SLAB W/ IOd MASONRY NAIL • 32' O.C. MAX 0'-® FIN. FLR 2X4 WOOD STUDS •24• O.G. SLAB TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. �TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.11 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J J MTL. DRIP EDGE J/ 2x FASCIA PER I _p ELEVATIONS TYP. OH. VENTED SOFFIT I/Y THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY O'-0' FIN. FLR.L 5/S' GYPSUM w OR In' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS � r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU V2' GYP. WL. SO. - WOOD BASE — • a 4: W/ WINDOW OPENING L1 5' DL4. SLEEVE, DO Not CUT P90AR IPE BOND BEAM NOT CUT SOLID CAR= TWE BOND WV (1)• -5 BEAM (2) COURSE - REBARS PIPE THROUGH BOND BEAD[ D1 SCALE, FI6ER31-ASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a' ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. n 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'.r-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D40613 TYPE III OR TYPE Iv UNDERLAYMENT. 2B GAS LINE THRU BLOCK D1 ...°... —.r4 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 SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK, 2 COAT --- L ' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR,L 8' C m 9' R!a —By �By OTWI DCode �. r MN. BY TNEIYe FASIB4L TO °LDo TRACK BRAOM" Room Wu mooua AFTROVAL Ma s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' FIBERGLASS SHINGLES 2X4 SPF 24. OG, MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 90511. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNL SECURED PER FASTENER SCHEDULE 7! STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUS6 s' 2x FASCIA PER AX. ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RN SECURED PER STRUCTURAL DETAILS WALL 614EATHNG SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION _ FASTENER SCHEDULE 5/8. GYPSUM BOARD OR 1/2' ON SHEET SNI, HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-41 U-MLATIC14 STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T_ FURRING — STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE— Cr1J ° ROOF SHEATHING THICI<NE55 IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FBCR 2020 ° a 1TH EDITION, SECTION R301.13 AND 160 .bl n W/ WINDOW OPENING TYP. WALL SECTION X B NO OPENING NOTE: METHOD TO BE USED FOR THE r6�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.1'-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 D226 TYPE 11 OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. 1"I N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 x .ebdwlgngroup.com AA 8: 0003325 m a o 0 n � I1P unniv. Nk LOTABBOTT PARK LOT #21 BLK #12 PHASE 4C ROJECT# 04181.04C-21121 "ODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 1 NO PRINT DATE: 02/08/22 SCALE: 1/4"=1'-0" B*EM= D1 FIBERCsLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMEVT WITH UNDERLAYMENT AS PER FBCR SM.U. AS PER FBCR 995.U. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PRE-ENG WD.TRUSS--- 24' O.C. MAX. LEVATI 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE— BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALLS FOR VALUES I TED -0 VENO.H. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYR OR 1/2' HIGH STRENGTH / CLa BOARD VENTED— I Ix2 FIRE -STOP SOFFIT STRUCT RA STRUCTURAL -41 NSUL. REFERENCE STRUCTURAL 6 I w J If n WINDOW ATTACFMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL i 3/4' T t G SUBFLOOR 1/2' THICK, 2 COAT E O GLUED AND NAILED W' THICK, 2 COATJ PORTLAND CEMENT IL AS PER NAILING. SCHEDULE PORTLAND CEMENT PLASTER APPLIED m PLASTER APPLIED DIRECTLY t0 w DIRECTLY TO MASONRY m MASONRY R IX2 FIRE -STOP EVATION IX2 FIRE -STOP_ SEE STRUCTURAL SEE STRUCTURAL— R LEVATION " 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD R _ _ LEVATION IX2 FIRE -STOP IX2 FIRE-STOP—� R-41INSUL. ' I w I w I a I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO STRIPS • 24' OZ. DIRECTLY TO MASONRY e' cm MASONRY Id' GYP. WL. BD. WOOD BASE DO FIRE -STOP IX2 FIRE -STOP -� O.H. to O w ZN O w w 15% BATT NSULATION REFER TO ENERGY CALLS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL 3/4' T ! G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R 7ptLEVATION R EVATION 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.G. S' ChM 1/2' GYP. WL. BD. WOOD BASE a. u. .a q: 4: n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'-1*-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 000.25 h h �p 1 O d Q 9 N 0 i w SUDDIV. & LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT*► 04181.04C-21121 moDZU 4EHB "2605—HAYDEN" GARAGE SUING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT awTE: 02/08/22 ScALE: 1/4"=1'-O" SKEET D2 ICE 2X6 PT.. CENTER OF DOOR HEADER SECURED W/ (1) v2' X a' J-BOLT W/ 4- MN SMaECRIENT W/ 2' X 2' X VW UlAhMER a NUT OR W/ (2) V2' X W ANC40M BOLTS W/ YX 2'XVe' u'6s&R 4 NUT 2x4 TO BLK W/ � V4'TAN"CON6 i In' EMBED- 9. OC- 4- END DIST- 9 1 In' EDGE DIST. o y 2X6 GARAGE DOOR BUCK 6ECJIRE0 W/ f6) N' X V J-BOLT OR A.- BOLTS, W/ 4• MN WINO NT, W/ 2- X 2- X VS' WASHER a NUT. (1) UNh11N 8. OF TOP, (1) WITHIN w OF TWE BM, IN (3) EVENLY SPACED. NOTES, ALL ANCHORS SMALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE AJCH N8TMUCTbNA ARE MORE 6TRW4Aff GARAGE DOOR �71BUCK ATTACHMENT 8' CHU v2.ORrwAa. 17C4' P.i. DOOR DOOR L Ix4 P.T. OR 5/4hX4' MN SECURE THRU FRAME t EXTEND 1-1/4' INTO MAILER BLOCK W/ 5/16' TAPCONS MN SHAW 61ZE 1411 CASING MIN. WEAR SIZE 300 MN. EMBEDMENT I-1/4' WITHIN 6' OF EACH END JAMB OR WINDOW 4 IW OC. MAX SPACING ATTACW TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" ^A WINDOW TO BLACK +3/4" OR +5/4" 2X4, SECURE TO BLOCK W/ 3A6' TAPCCNB (MN 614ANK SIZE J45 MN WEAD SIZE 3" MN EMBEDMENT 1 V4') WIT/41N W OF EACH END 4 0' OC. MAX SPACING. 2X6: SECURE TO BLOCK WW2) 3A6' TAP'GCNS (MN SHANK SIZE 149 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4'I 8. GMJ WTNIN V OF EACH END 4 IV OC. MAX SPACING. 1120 DRYWALL 2X8, 1� ❑ i'X4• SECURE TO BLOCK P.T. NAILER WW2) 3AW TAPCONS DOOR CASING MN SWANK, SIZE J4a MN HEAD SIZE 300 MN EMBEDMENT 1 I/4') WITHIN 8' OF EACH END 4 B' D.C. MAX DOOR JAMB OR WINDOW SPACIWG. ATTACH TO 2X PER MAMPACIURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" iB WINDOW TO BLOCK +1 L/2" 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4: SECURE TO DLOCK W/ 3/16' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1149 WITHIN W OF EACH END 4 IW OC. MAX SPACING. 2X6: SECURE TO BLOCK UV(2) 3AW TAPC0NO MN SHANK SIZE J45 MN HEAD SIZE 300 MN. EMBEDMENT I V4'1 WIT14N VOF EACH END V CJ'Il 4 18' OC. MAX SPACING- In'DRYWALL SECURE TO BLOCK ❑ I'X4' WK2) 3A6' TAPCONS P.T. NAILER MN 814ANK SIZE 148 1/16' OBE. X 4' MN MN HEAD 612E 300 MN EMBEDMENT I I/4') DOOR CARING WTWN S• OF EACH END 4 IV O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO I"LIMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 15/18" /1RDdW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ SAW TAPCONS (MN SHANK SIZE .145 MN. HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 15' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE A eE:URED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3A6' TAPCON MN 1-1/4' UW7) 3A6' TAPCONS EMBEDMENT INTO BLOCK MN SHANK SIZE J45 MN HEAD SIZE 300 MN. EMBEDMENT i V4') a-lr WITHIN VOF EACH END 8' CMIU 416,O.G. MAX 8PACING. In' DRYWALL 2X8, ® a SECURE TO BLOCK VX4' W/(2) 3A6' TAPCONS P.T. NAILER (MN SHANK SIZE J4S DOOR CASING MN MEAD SIZE 300 MN. EMBEDMENT I V4-) WITHIN 8' OF EACH END 4 18' OC. MAX SPAGNN[i DOOR JAMB OR WINDOW ATTACW TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/4') DOOR JAMB TO BLACK +2 1/4" /y WINDOW TO BIACK +2 1/4" ZX4,® SECURE TO BLOCK W/ 3/I6' TAPCONB (MN. SHANK SIZE 145 MN LEAD 812E 300 MN EMBEDMENT I V4') WTWN 8' OF EACH END a Is, OC. MAX SPACING. 2X6=® SECURE TO BLOCK SIZE IZE WK TAPCONB MN B46ANIC SI 148 MIN. HEAD 612E JIM MN EMBEDMENT I LOW) WITHIN 8' OF EA04 END 4 W OC. MAX SPACING. 2X8= CEM 8EC11lE TO BLOCK WK2) SA • TAPK'.ONS MN 614AUK SIZE J48 MN HEAD 812E 300 MN EMBEDMENT 1 1,W) U1THM W OF EACH END A IVOr- MAX SPACNG.- NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 • CMU • DRYWALL LL TO Be POURED SOLID W/ 2--ce P61 CONCRETE REIFORG W/ (1) b VERTICALLY 'AC P.T. NAILER 1/16' ORB. X 4' MN DOOR CANING JAMB OR WINDOW ATTACH TO ZX PER MAN FACTUREG DETAILS, DOOR JAMB 3 TO BLK DETAIL 2X4: ® 2X4. SECURE TO BLOCK SECURE TO DI-ACK W/ W/3/I6' TAPCONS (MN 1/4' TAPCGNS (MIN. SWANK, 612E J45 MN SHANK 612E J45 MN HEAD SIZE 3" HEAD SIZE 300 MN EMBEDMENT 1 1/4') MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH WTNIN VOF EACH END 4 IVOr- MAX END 4 18' OC. MAX WADING. SPACING. 2X6: ® 2X6: SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WK2) V4' TAPCONS MN MN SHANK SIZE J46 SWANK SIZE J43 MN MN HEAD size 300 HEAD SIZE -%W MN MN EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 WITHIN W OF EACH END w cm UMT14N VOF EACH END A IV OC. MAX SPACING- D, RYWALL 4 b' orMAX SPACING. DV2' 2X6 SECURE TO BLOCK ALER • TU)/2EP.T. �� 2A MN 8F41HIK 917E J45 DOOR CASE MN SWANK 64ZE 345 MN HEAD SIZE 300 MN WEAD SIZE 300 MN EMBEDMENT 1 V4') M MN EMBEDMENT 1 V4') WTNIN VOF EACH END WITWIN 8. OF EAC 4 END • w OC. MAX 4 IB' OC. MAX 6PACW- DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 644M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" E 2x4: 8ECJRE TO BLOCK W/ 3AW TAPCONS MN SHANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT 1 114') UT14N W OF EACH END 4 b' OC.MAX SPACING• NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE A 8ECURED SECURE TO BLOCK tHROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3(16' TAPCON MR 1-1/4' MN SHANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') a' OF EACH END e. cm 4 18' O.G. MAX SPACING. In' DRYWALL 2X8, ® ❑ SECURE TO BLOCK UO2) 3A6• TAPCONS (MN 8HLMK SIZE J46 MN WEAD SIZE 300 MN EMBEDMENT I V4') WTNIN 8' OF EACH END 4 18' OC. MAX SPACING�4 - NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') i'X4' P.T. NAILER DOOR CABNG 2ND 2X SECURE TO STRUGIURAL MEMBER W/(2A2d WITHIN A' OF EACH END 4 6' TO V OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" F NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') a' cm tn' DRT'UW_L I'X4' P.T. NAILER 1/16' O.B.B. X 4• MIN. /- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3 7/15" v 11INDOlf TO BLOCK +S 7/IB" 2X4c SECURE TO BLOCK W/ 114' TAPCONS MN SHANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WTNIN a• OF EACH END 4 0' O.G. MAX SPACING. NOTE= STRUCTURAL 2X MJST BE ON OUTSIDE 4 SECURED 2X6: ® THROUGW NON-STRUGTJRAL SECURE TO BLOCK 3A6' TAPCGN MN I-1/4' WK211/4' TAPCONS MN EMBEDMENT INTO BLOCK SHANK SIZE J45 MN WEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 8. OF EACH END H' CMU.I 4 W OC. MAX SPACING. In' DRYWALL 2>M ® I'X4• SECURE TO BLOCK P.T. NAILER WK2) 1/4' TAPCONS I' P.T. X 4' MN (MN 8HANK SIZE J48 MN HEAD 812E 300 MI. EMBEDMENT 1 1/49 DOOR CASING WITHIN 8' OF EACH END a IV OC. MAX 8PACNG- DOOR JAMB OR UAIDOIU ATTAC44 TO 2X PER MANUFACTURES DETAILS. NOTE-- SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" nWINDOW TO BLACK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774 4078 www.abdesigngroup.com AA tl: 0003325 94 cl C J F [1 k � m p O 6.4 SUBDIV. Ac EAT ABBOTT PARK LOT #21 BLK #12 PHASE 4C PROJECT*► 04181.04C-21121 1M(ODEIL4 4EHB "2605-HAYDEN" GARAGE BVI MG: RIGHT PAOE: DETAILS 160 MPH EXP. C B/A I A. 1A W%23 DATE: 02/08/22 1SCAI.E: 1/4"=1'-0" 1 sunk= D3 j PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION 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 12/31/2022 1045663 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/W22 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 IM7212 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 104461 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 20441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 108602 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 STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531,20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/Z023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 74731 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 22/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EKT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 27676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 F8CR 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 17869A GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/32/2022 S679-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 152792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 2395642 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 239565 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2.022 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1522&1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 22/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310-R2 IKO SHINGLES 30YEAR 2020 FBCR 22/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020FBCR 1Z/31/2023 FL 15272.2 RS ALSIDE ALLIANCE '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 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 t rn a V K Wx! F It IIOT. PARK#21 #12E 4C/C-21121HBAYDEN"swanrl RIGHT PAC= PRODUCT APPROVAL LISTING 160 MPH EXP. C A AI NO TM I 02/0B/22 6CAXM 1/4"=1'-0" s21aBT D4 OL rolA NWe�p . PT. A OL—NNao. Pt. A ]. ORtaee . M. D 1 CneAee . PI. C IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Ot rota "+unto . rr. a 7. OEAeE . P(. e PT 4. e OL roLo M1UIO . PI. A r. ceenee . Pr. e x cRenee . Pr. c t ■ TM. " M. G wlR Pf. c r01)OW seer_ ra..o, oa i' TH(OC, a COAT CEMEW PLASTER (RVAMA Vr ] COAT CIMM PLA*Mt fCPW 'uAm LAYER 4, PMU41 ER SU LDM PAPER aqw% a LY) rtM LAYER q STUCCO URAPOR.Ne p Y) w as m few W= NeTAl (at RAlMN6 AT eo o R. C. " uuA N(epm..? c e ® KICKOUT DETAIL m '7/ib' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO UJRAP (FRAME ONLY) 9' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS y 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 (WR5 LAYER #I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - ----- - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -(/16" ZIP WALL SHEATHING 6ELF-ADI-IE51VE FLASI-LING - - - - - - NOTE - METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 L56. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGA LONGWOOD, FL 3 PH: 407L27]50 7 FAK 4007 www.abdesp AA #: 5 W y a � � 0 9V13Drv. de LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 MODEie 4EHB "2605- HAYDEN" GARAGE SIVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 A ABOUCFKCRA L nR NO sera DA 02/08/22 SCALE: 1/4"=1'-0" SHEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—X—x—x STUCCO WOOD OR 1/Iro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM G-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IF] GAT IONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) MOOD CONSTRICTION SEALANT* I TOP 4 SIDES 6 cru 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F— PIPE THROL*14 / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF.SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' V IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC- METEF VERIFY LO f-\ICCii IV RCC.CIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM _� "T cT"— ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT (A)ELECTRICAL CONDUIT PENETRATION 9i16' ZIP SHEATHING SYSTEM (INSTALLED PER MANIF. SPECS) OR -WOOD S48AT14ING J M LAYER '1. STUCCO WRAP -UM LAYER •2, FORTIFIBER BUILDING PAPER -METAL LATH FASTEN TO WOOD STRJGTLRAL MEMBER • T' =, MAX W TO W MI¢ -WALL uJFEP echo 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 8' WRB LAYER M, CUT OPENM IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO B WRLATER M, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING WOOD SHEATHING OVER BOX AND OVER APPROVED WRB LAYER M STEP 01 STEP #2 HOUSEWRAP `> WRE5 LAYER M, BELOW STUCCO WRAP �g CUT SUCH THAT ® APPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDW.s PAPER STEP 1*3 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT-PRCvIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH ;&METAL (SEE TYPICALSECTION) LATH il STEP #5 STEP *16 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774.4078 www,abdesigngroup.com AA #: 0003325 y rr �I o WIN 9 Va 01` T PARK OT #21TBLK PHASE #4C PROJECT* 04181.04C-21121 MODF.0 4EHB 2605- HAYDEN" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C $T OF DA VNO6 M DATE 02/08/22 SCALE: 1/4"=1'-0" SFIEET W2 l ismoloi DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATP x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SNEATI-IING SELF-ADHESIVE FLASPING — — — — — 2 1/2' k- CORNER BEAD (FASTENER 4 SPACINGS B CMU 1/2' TPICK, 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.abdesigngroup.com AA S: 0003325 rq rq 0 ° � a 14 BUSD2V. do LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 MCDEL: 4EHB "2605- HAYDEN" GARAGE SYnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I I� a necvd�e,CR� l AR No ai7r3 J DAF'P�lM 02/08/22 SCALE 1/4"=1'-0" 98EET WA3 kk U10M CONSTRUCTIOK BE70ND WDOD SNEATNMG MEATIER RESISnVE BAFORM -1 MEATI@R RESISTIVE / BAMUER a XXp all LAP 6IDPJa 0.AfiF7 s IL WSMP-ADWERM IL 6 \ } I MEAT4ER RESISTIVE / \ ` BARRIER STARTER STRIP \ eE c �a6nvE DO NOT CdULK OR I } \ y 6' SELF-ADNERM6 rsel tieuor _/ FLASNMG ALVD TAL GALVD PETAL C. FE 'Z' FLA6NMG .1. FLAM7NfirN DO NOT CAILK OR Y.' X b' SIMULATED 1 WDOD TRA PEFIBER \ � / OR APF RD ANSEAL T Stucco r�elN� DEe2 SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING i 1441 N. RONALD REAGAN]SLVD.LONGWOOD, FL 327PH: 407-774.6078 FAX: 407-774-407www.abdesigngroup.c AA M. 0003325 F h ZZ o Y�, S m 'aua W o g o nIq 0 BvsDry a. LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 MODZIA 4EHB "2605-HAYDEN" GARAGE B11ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DRDCT A02/08/22 BCALE: 1/4"=V-0" BBEET WA4 AVARASUSISR MANNOW CARE SHOUD BE TAIfENM KEFPINT TE VENTPROPERLY P. P AID 1P ALK3NED. VEm PPE 135EN.EO P UIIL®. WYL M RA(£ SHOWN MY OALVAH)ED IISIN31-1M NABS AT EPCIICCRNER. ROCFIRWGCB.ENi 5110LLD RE APPLIED roALL SWAYE EDGES N:IIR Tf CIR N:OSVEMOPENNGNTIE ROOF �EREOOM.E�NDE�`F TPEItMEIERAs SIEATAW.SIiE TE OPEISNGIN AOGVROJMCE WTITE CdN51RVLTONZpES. CFMTif SIOWi.WTIE EVENTANECVEMFAN6 USED,=TE VEMOPENNOINACLOROCOFM AILE VAM VENTFMN IMMIFACIUWES RRNi OORECl10N INSiRUCTONS. � WNDT Q!(INTO TiU35ES OR RAFIQt54YEN CU1rItq TE oPETaw w TE ROOF. I--c nr REMOVE INIERFEFEWq 51MMlE NNIS AROIWD THE PFRF.IEIER OFl1E OPE50TMTTA:NANJNORANGE OF THE VEIR RAYS RAT To TOTIE ROOF -sum TIE TOPN%1510E RANGES OF lIE VENT W MDIIRAER swrvcaEs. AILavTlE norrGNVENr RANGEsrouY ON TIE TGPGFTE SNNGIEs. F-:i--o—I ROOF HOOD VENT DETAIL SCALE, NT'O AT 4Y AWLE MODIRED -I- C N NOUBEIIRAP LNE OF WWOO OFOi@Ys APPROVW NO bSURAP OVER NEATHWti OVER WO STUD WALL STEP 1 WALL S— SELF-ADWER1 RLAOMM OVER NALNG FLAY! JAMBS EXTEND FLASNNG MN / I' BELOW MLL X FLEXIBLE FLASHWYA OO NOT SEAL BOTTOM IN STEP 6 "E. TEMPORARILY FOLD41P W SEC MOUOEURAP (O TUCK FLAP IND At MEAD FOLD WOLE U N AT JAMES, A SLOPE SILL R. WSTALL •'— OW-ADFEIINS FLANMWG OVER VINYL WAD FLAGWBNG (WITW I DAIS)NALRG FLANGE H-ASNING INSTALL VWM ASPHALrRASTRc �,ENr NGInEo ARalls Ii45E aF PPE rNDOVER RANGE ALGN FLASIMe. IV W. EDGE OF SILL RO. FECW NICELy FASTEN FAMED EDGES.(CAP NAWA, STAPLES) NSTALL DUPOW R.DWRAP AS TW FLAWWG AT TIM FOLD WOIISEURAP DOIN . TAPE DIAGONAL Off W ACROSS HEAD OF WNDOW C PLUMBING VENT DETAILS SCALE: NTS IPPLY %, F SEALAN AY156 A4: PPLY TO E006 NA Lm4w N RE-mwo IDLES OR INSTALL *'WIDE ADLatNVIF - BACR® FLEXIBLE FLASNMG MATERIAL OVER DRIP CAP JONT (P"OtECTO-UR4P ST-2004. - Ecxity) STEP 7 STEP 8 llll® WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 FLASHING DYER JDNT B WpE VALLEY RASMNG SR ORHFAVER FELT I90ERLAYMEM ASRW-T CBAFNT NO FASiNERS VATNN 8'CFCENfERLdE %1RIIFASTERS IN EN)65NN)LE XIEtAI EM SNNGLE ATIPAST I2'SEYOTD VALLEY CENIQ3l11-E ' QPPED OFF GORIER ATG DEGREES 2 �+ FROMVALLEYCENTER W bIQm L IT IS TWE CONTACTORS REGFONIIIEILTY TO VERIPY ROOF VALLEY DETAIL "USEURAA°°"ITM°S"LA-AD1CT8NC1DNG TWE C4RAP, SEAR -MITE t L PROD CTs N SCALE: HTB FLASHMG MATERIALS USED DIRMG CCWTIICTIONL 2. MSTALL ALL MATERIALS PER MAIFACTI REmb WRITTEN SPECIFICATICNS SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE T : EAN AND SEAL JAMB TO SILL JOINTS WITH DOW IM FOLLOWING COMPLETION OF EXTERIOR RETR FIT WORK NOTE: IR SCHEME SHOUN 814ALL BE IMPLEMENTED AT ALL UR40CM WITH EVIDENCE OF WATER INTR LISION BELOW tHE WINDOIU OPENING lSEAL INTERIOR PER IMCTER OF WINDOII UATH SEALANT APPLY OSI WOII (O EGIAL) SEALANT t FLIED APPLIED FL.ASHIN's(LANCO WHITE -SEAL RC -SA OR EOUAU. SLOPE SILL TO EN NOTE L IT IS TWE CONTACTORS IESPONSO LTY TO VERIFY THE COMPATUNLIT' OF ALL PRODUCTS INCLIDWG SEALANTS A SELF-ADfERP1G R-A M MATERIALS USED DURMG CGNSTR)CTQL 2. FLASNWa AT EXTERIOR U*DOUB AND DOOR OPENNGS SHALL BE NSTALLED N ACCORDANCE WTN MANFAOTRER'S NOTALLAVON NSTRIGTIONS AND APPROVED FETWOD U OF FBC "3.4 U N ACCORDANCE WITH FENESTRATION I-~ACrrU ER'S NOTALLATION AND ILANIMG MOTIIOTIONO, WARJW SEALANTS MAY REACT ADVERSELY F NOT COtIPATIDLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 www.abGesigngroup-com AA S: 0003325 h 0 h c a O eUDDiv & LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECTIol 04181.04C-21121 MODEL: 4EHB "2605-HAYDEN" GARAGE BQING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 02/08/22 SCALE: 1/4"=1'-0" SHEET WA5 \\\ NOTE: NOTCH FOR 2X(o \\ SUB BAND ONLY \ 1 \\ 1 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/6' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH 9 CMU METAL FASCIA WRAP 1� I� 1� I 1 1 2x6 Sue 1 ` 1 � METAL FASCIA \� WRAP Ya' FROM ` STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) +� 1 aFLAN 5- T/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU `-METAL LATH WOOD SWEATI-IMG OR CMU :t WRB LAYER M, STUCCO WRAPlFRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFMG CEMENT -ROOF KICK OUT REMOVED `\ FOR CLARITY _`_ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL .NOT INTO STUCCO) — ii/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU —2x6 SUB -BAND W/1'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK DRIP EDGE KICK OUT SUB BAND DETAIL Ca? WALL METAL FASCIA WRAP I' OFF NOTE. WOOD WALL. SUB BAND 2' IF ZIP SHEATHING SYSTEM IS INSTALLED, OFF WOOD WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES N��_ PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I4'x4' NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) I x x x x x x x x x x J X X X X X X X X x x x x x x x x x x x x x x x x x �X x x x x SUB BAND DETAIL Cal WALL W/KICK— O UT 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 WAYx4' NOTCH B END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING 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/%'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 BO78 FAX: 407-774-4078 www.ebdesigngroup.mm AA #: 0003325 a1511 � S $ stnmm & LOT: ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT* 04181.04C-21121 UODEli 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C I i Dltnrr ATI 02/08/22 scm.m 1/4"=l'-0" SKEET Vd A6 MIN. EACH WAY MONOLITHIC FOOTING r( STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND R ..I•v e' i i n SPACING REQUIREMENTS 5' SPACING REQUIREMENTS P•• GARAGE DOOR RECESS Ba �N aI r'� FM 8" CMU WALL 8"CMU WALL . ° . f CORNER BARS, SAME SIZE AS LARGER BAR Io /O ° IN FOUNDATION WITH 30" LEG EACH wy N +_ 0'-0" f + 0-0" d WAY AT ALL CHANGES IN DIRECTIONS W y, TOP OF SLAB ° TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS •,�,_, ° MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR f q EXT. PORCH SLAB •' _ • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) #3 1g•• EXT. PORCH SLAB C. ,�`�� " I / VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER 1 � I I s� .ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE T MASONRY UNITS SET AT ELEV: wl JOINT ISOLATION JOINT(WHERE 4 ` ., • 6' CHAMFER (2-STORY) #4 24" ISOLATION 6" CHAMFER (2-STORY) 0-7 APPLICABLE) i • SEE SCHEDULE #5 30' J01Yl' JOINT(WHERE APPLICABLE ) °'O ., •< •: 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR MD, BAR SIZE #6 4Z' z FOR WxD, BAR S� DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR OWNrffY H AHD BAR DUANrrrr NUMBER OF BARS(ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" SCALE:3/4"=l'-U' @ GARAGE CORNER BARS DETAIL DOOR OPENING 3 SCALE: 374"=1'-0'• 4 SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. CELL PLATE A MIN. OFN AP T�L IT, AND WI 16d COMMO a a NAILS, 2-ROWS, 4" VERIFY HEIGHT #4 REBAR @24" O.C. CENTER OF OVER LAP TO OCCUR OVER STUD STUD OF WALL W/PLAN # SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE v <a 5, I PLANS FOR SPACING. SINGLE I Y NEW REINF. BAR o BTM. PLATE TO BE PT. m SECURED W! 2- PART PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO 2'CAPPED EPDXY. MIN. EMBED 5 8", UNO SLAB W/10d MASONRY NAIL 1Z' O/C STAGGERED. ° q• GALVANIZED PIPE a a FOLLOW ALL MANF. ADDITIONAL METAL W/FL/WGE @ BASE x SPECIFICATIONS FOR CONNECTORS NOT h 4" CONC., REINF. W/ m USE AND I REQUIRED WHEN NO F 6'k6" #10 WWM ON I 4 i # PREPARATION OF UPLIFT IS PRESENT. 6-MIL POLY ETHYLENE VAPOR BARRIER ON - w o a• a" HOLE. - SEE SLOB SCHEDULE w a • I� ro WELL -COMPACTED SECURE FLANGE TO E .. CLEAN FILL TERMITE e SLAB W/(4) 1/4" X 21/4" TAPCONS o p et �QQ- +- D_ TREATMENT SHALL BE TOP OF SLAB .a BORA-CARE Q. 12) CONT. #4 REBAR HAMFER (1STORY)HAMFER Fl-l ° (2-STORY)4 (2) #5 REBAR ON CHAIRS • �' , 1Z' MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL `\ 2000 PSF VIRGIN SOIL OR 95% z , ? COMPACTED SOIL EO' EO. SEE SCHEDULE FOR MD, BAR SIZE AND BAR OUANTRY SLAB HEIGHT LESS THAN 3'6' �O PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 SCALE 3t4"=,'�' (NO UPLIFT) FOOTING W/ BLOCK WALL scALE:34"=1'0' 1 A SCALE: 3l4"=1'-(Y' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE z CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO a SPACING REQUIREMENTS PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL o 12' O/C STAGGERED. a ADDITIONAL METAL CONNECTORS NOT w J w REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT.(TYP.) t 8" CMU FILLED CELL (TYP.) 10 Si ° TOP OF SLAB q' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB .4. 1/2" DIA. SIMPSON STS2 BOLTS S' MINIMUM EMBEDMENT INTO SEE SLAB SCHEDULE EXT. PORCH SLAB q 4" CHAMFER (1STORY) a• a BAR SIZE 48 8AR DIA. 5 GROUTED CELL, 4" FROM ENDS AND ISOLATION 6' CHAMFER (2-STORY 18, m - • 16" O.C. VERTICALLY MAX JO NT JOINT (WHERE #4 24" °� APPLICABLE) MATCH STEEL #5 30" i REINFORCEMENT 6" PVC CHASE N PER SCHEDULE, 6"PVC CHASE THRU FOOTING SEE SCHEDULE FOR VdcD, BAR SIZEAND THRU FOOTING BAR QUANTITY MATCH STEEL REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO SEE SCHEDULE M FOR R BANTSIZE AND BAROUANTRY PVC CHASE PER SCHEDULE 9 SCALE:3/4"=1'-U' BLOCK WALL CONNECTION THRU FOOTING I' (NO UPLIFT) 12 11 SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 n rs �ZZj J � Q� O x o S S C @ LABB ty. & LOTOTT PARK LOT #21 BLK #12 HASE 14C PROJECT# 04181.04C-21121 MODELI 4EHB "2605- HAYDEN" GARAGE SIFMG: RIGHT PAGE: DETAILS 160 MPH EXP. C AA NO DATE: 02/08/22 SCALE: 1/4"=1'-0" SHEET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngmup.mm AA #: 0003325 4 h o r4 a � O 14 ousDrv. & LOT. ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT:/ 04181.04C-21121 MODEU 4EHB "2605- HAYDEN" GARAGE 81# MG: RIGHT PwG FIRST FLOOR DOWEL PLAN 160 MPH EXP. C ROCAND A ABOUCHACRA AR NO 93723 r-PRINTDA 02/08/22 SCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W! 10" HOOK GROUTED BOND BEAM tl • CLEAN OUT REQUIRED m , ° FOR INSPECTION 0• 0' FIN. FUR. TIE FIT CAL REBAR TO HORIZONTAL REBAR W/ UT HOOK ^— BAR SIZE 48 BAR DIA #3 18" #4 24' M #5 30' #6 36, #7 42' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" � NEW REINF, BAR SECUREDW/2-PART EPDXY. MIN. EMBED 5 6', UNO i FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND j PREPARATION OF HOLE. d .4,- . _ e. STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE. 3/4"=V-0" OFFSET METHOD CONTINUOUS BARSIZE 4BBAR DIA METHOD 1 #4 24' HORIZONTAUVERTICAL #6 W. REINFORCING 2 fF7 42' SCALE: 3!4"=1'-0" EXT. PORCH SLAB W! 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6' PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS rc� 6' CMU WALL 1 f. SEE SLAB SCHEDULE 4" CHAMFER (1STORY) 6' CHAMFER (2-STORY) • MATCH STEEL REINFORCEMENT H PER SCHEDULE SEE E). MR SI FOR "LE N4D, 61R BRE ANn BAR pUANTrtV #5 BARS El i� ra CMU UNIT DIMENSIONS ARE NOMINAL SIZES Og/ j MASONRY SYMBOLS v SCALE: 3/4"=1'-0" ' TOP OTOP O q - TOP OF SLAB BAR SIZE 48 BAR III m d .e e #3 18! #4 24" — #5 30" 6' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE Or-,-'�THRU FOOTING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwAbdesigngroup.com AA F: 0003325 F Q h K s� A a H W x 00 I 8v8DrV. I Los ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 UOD=t 4EHB "t2605-HAYDEN" GARAGE DWrNG: RIGHT 1PAGE: DETAILS 160 MPH EV. C tl DATM, 02/08/22 8CALE: 1/4"=1'-0" MEME'P S1.2A FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" Q.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 DESCIP'n. 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 (�I) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)p5 WA GROUTED SOLID BB2 MASONRY 3000 8.8 (1)X5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES r--------------------------J FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwAbdmigngroup.corn AA lk 0003325 V � h 4 3 a h � a Q . !1 Pi 0 i W SUNDIV & L07 ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 bwDzl : 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C � , AR�� 93723 C/ DAIM 02/08/22 SCALE: 1/4"=f-0" oltz= s2 _j NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 3P TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3r4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. M4a(� of E e 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. {Op0`- F=FILLED W/ GROUT U = UNFILLED NOMINAL WIDTH /�# OF #5'S, IN 2ND BOND WIDTH L BEAM COURSE 16-1 T/1 M/OB NOMINAL —�� HEIGHT # OF #6S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM ANDXFXX-ITMM/OBINDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1TFIMIDS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST°a 19 WINDOW SILL Z g - SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 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 ELEVATION OF BOND BEAM 7 SCALE: 3/4"=l'-0" BOND BEAM tA5 BOND BEAM 1#5 T� 806 DBL BOND TOP OF BEAM Wl (1). BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR y: BOND BEAM io GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2 BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE: 314"=1'-0" LINTEL, W70 STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 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') w FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1lb") e" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' EMBEDMENT ARCHWAY FRAMING DETAILS 5 WOOD SEM FABYEERVACM d=2'MIN 2}"MAX 5=2 'MIN, 9"MAX W _1 J'MIN, 2}'MAX eo = �' MIN, 2 �' MAX d. =2" MIN, 2," MAX s = 2" MIN, 9" MAX W2d a=1}J'MIN, 2}"MAX u = }" MIN, 2 i" MAX d =2" MIN, 2 }" MAX = 2?' MIN, 9" MAX W2d s=1} MIN, 2}"MAX o°=}"MIN, 2J 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: d -END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW 5 = SPACING BETWEEN ROWS OF FASTENERS e° = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.andesigngroup.com AA A? 0003325 , fiq o 1ILrC` § 3 Q aiJHDIN. & LOT: ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT* 04181.04C-21121 MODEIa 4EHB "2605-HAYDEN" GARAGE WrMG: RIGHT PAGE: DETAILS %160 MPH EXP. C PRINT 02/OB/22 DATE acAL°E: 1/4"=1'-0" aFIEET s2.1A "LOTTS 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 8 PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818OB 8-1T iT 1T 1T 1T TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH 8/81T Bn61T 8201T 8@41T 81281T 8f92-1T 8n>-1B 16.1Tn 1Tn 1Tn iTn -iT/1 616-2T Bn6-2r I vv-2T vm-zr vmn 6/32-2r 3'-0' PRECAST 1436 952 3114 4217 5321 6425 7531 3'-0" PRECAST 689 1024 3'-0' PRECAST 1569 3524 4394 5263 6132 7001 2485 8113 8385 7708 8031 10000 1589 3524 4394 5289 8132 7001 4'-W PRECAST 1065 700 2305 3125 3946 4766 5587 4'-W PRECAST 514 763 for PRECAST 1353 3080 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3000 3815 4570 5325 W79 4'-W PRECAST 819 633 1770 2400 3033 36M 4300 4'-0" PRECAST 398 591 4'-W PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7647 6752 6541 75M 1207 2707 3375 4043 4711 6379 5' 4" PRECAST 931 1247 1999 2500 3123 3688 4249 4' PRECAST 411 411 5�' PRECAST 1016 1806 2374 2944 3513 4084 1319 446D 7196 7342 5780 am5' 1016 2276 2838 3399 3961 40B4 5'-10" PRECAST 817 1024 1631 2D9D 2549 30D8 3470 5'-10" PRECAST 340 339 5'-10' PRECAST 9D9 1499 1971 2443 2916 3387 1161 3693 5877 6036 6548 5776 929 2G80 2593 3107 Sao 4133 8'-0" PRECAST 692 1139 3227 3031 3707 4353 5061 V-8" PRECAST 410 721 W-61 PRECAST 835 1201 1578 1955 2332 2709 1139 32Z7 4598 7054 10DDD 8825 835 1m 2329 2790 3251 3712 T-0" PRECAST 936 2498 22D5 2898 3191 3585 T-0' PRECAST 303 534 T 6" PRECAST 716 900 1181 14a 1743 2025 838 24M 3408 4864 7067 0472 727 1624 2=6 2426 2827 3228 9'-4" PRECAST 833 1593 2204 2481 2818 2a1 9'�' PRECAST 192 384 9 rl" PRECAST 454 586 767 948 1129 1310 839 1874 2298 9081 4089 4899 572 1318 1643 1889 2164 2519 10-0" PRECAST 487 1247 1767 1904 2163 20�8 10'-0" PRECAST 151 301 10-0" PRECAST 356 468 612 755 899 1042 r550 1407 1897 2781 3222 3784 504 118D 1472 1763 1710 1989 11' 4' PRECAST 544 1312 1742 2252 2W8 3030 11' 4' PRECAST 132 417 11' 4' PRECAST 430 408 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 17-0" PRECAST [NAL 507 1210 1596 2D48 2596 3191 17 0" PRECAST 111 370 12-0" PRECAST 383 366 476 587 on 783 507 1210 1598 2048 25M 3171 440 940 1300 1580 1314 1476 13'�' PRECAST 433 1045 1366 1732 2157 2535 13'�" PRECAST 82 298 13' 4" PRECAST 306 303 393 484 575 645 414 1045 1385 1732 2316 2gp5 395 780 1057 1312 1071 1203 14'-0" PRECAST 368 978 1272 1808 1988 2i9 14'4r PRECAST 71 293 14'-0" PRECAST 279 278 360 443 a6 009 390 978 1272 1608 1950 2389 378 717 901 1102 975 1133 14'-8" PRESTRESSED458 NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 230 422 50B 628 746 865 1079 1429 1824 2277 2712 246 883 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 1641 PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T 4' PRESTRESSED N.R. 163 1T�4" PRESTRESSED 187 328 385 451 597 580 3Do 858 1121 1413 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 1a 206 348 430 513 595 235 730 959 12DO 1467 1716 186 429 623 803 950 1096 21'4" PRESTRESSED N.R Phi NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 219 3D8 381 454 527 180 598 833 1038 1166 1468 142 373 537 690 816 943 22' 0" PRESTRESSED N.R.2, NR NR NR NR NR NR -0. PRESTRESSED N.R. 116 224r PRESTRESSED 137 228 290 359 428 497 165 550 784 992 1203 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR r24'-0- PRESTRESSED N.R. 91 2N-0- PRESTRESSED 124 174 246 302 300 418 129 450 654 a4 1014 1147 124 319 455 581 1 687 793 - 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 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 wwwabdmigngroup.com L. AA 0: 0003325 e Z a a 0 3UDDIV. Ae LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C Pnon=T# 04181.04C-21121 MODEL: 4EHB "2605-HAYDEN" OAR AOM SVfMG, RIGHT PALM SAFE LOAD TABLES 160 MPH EXP. C 1 � c p DATM 02/08/22 SCALE: 1/4"=1'-0" s*== s2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG 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 (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. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 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 W FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8. BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (334'x5 Yz") SYP. HTT4 W/5/8" DIA x 5' S/S3.1A PT., WOOD POST EXP. BOLT r--------- FIRE L-------- 3/4" SUB—' �� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD — I DRAFT STOP PRE-ENG. FLR. JOISTS-, �v . Tj 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS BM1 TO CMU SIMPSON LGLU46-M W/ TITEN NO ANCH (4) Y4* x 2 W SDS SCREW FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" IJOIST 4 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-W78 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 , n ho V m c J Q gg S p 14 aUBDi`I as Lo'l ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT/► 04181.04C-21121 bw]Dz : 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT 1 PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. Cff CH C ST or- 1 O AR�A PRINT DATE: 02/08/22 SCALE: 1/4"=1'-0" s11EET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 ] NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 ? NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3> ' NAILS TO GIRDER tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV COMMON NAILS 17' O/C MASONRY BOND BEAM SEESCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' x 4", 6", 8" x V-0" 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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LES (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, U1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=1'-0 SECURE I -JOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 216 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE 8 8 BALT®tMDM TNCIB696 4500 3/4" WOOD PANELS 6000 (2) 72" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER Zip 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST Ste, GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING I/2' GYP. WL. BD, SECURE BT_ PLATE TO SLAB W/10d MASONRY NAIL 12' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. r_,�I-JOIST CONNECTION @ L.B.W. Y sCALE:34"=,'-°" (NO UPLIFT) NOTCH DEPTH 1/4-D O HOLE EDGE >5/6' HOLE DIAMETER 2/5'D SGL STUD OUTER 113 OF SPAN ONLY HOLE EDGE>5/8" BTM. HOLE DIAMETER PLATE < 3/5'0 DBL. STUD STUD NOTCHING AND BORING LIMITS v ENGINEERED WOOD TRL C 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 2x WOOD FASCIA l SEE ARCHITECTURAL SE 2x SECURED W/ (3} 16tl GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 1TO/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 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. A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS a' x 2 k TO GIRDER 13-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" z 5" TITEN HD TO CMU AND (18) SIDS }' x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) j' x STITEN HD TO CMU AND (18) SDS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE:34"=1'�' LSTA12 20 GAUGE W/ 1Odx12 HDG COMMON NAILS. EACH END TOTAL OF 10 BBi64 BACIB3llm THC OM 4500 3/4" WOOD PANELS 6000 (2) 12- WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVLANOOD POST CONNECTIONS 5 A- SIMPSON IUS1.81116 G < 1400 LBS, U <70 LBS W/ (2) 34•1 WEDGE-BOLT/J-BOLT, 5•' MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON JUS237116 G < 1400 LBS, U < 70 LBS W/ (2) 314"0 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 3/4" WEDGEAOLT/J-BOLT, 5" MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/7' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25110 G < 4140 LBS, U < 1610 LBS W/ (8) 34- 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 WI (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10d0-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=T-0" so� MAX pvnxa) OR 1Vll" MAX (W/1XI) T MAX., OR 20 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/(2) 10tl COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=l'-0' PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON - HTSM20 W/10 1 Od TO TRUSS AND (4)1/4" x 2 1/4" TITEN2ANCHORSTO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 214' TITEN 2 ANCHORS TO CONT POURED LINTEL lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM.CHORD OF WOODROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN PRE-ENGTRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR (2) 2X12 T T 24" MAX. W/ 21' Mt(2) 8' MA%. ENO SYP- P.T. O SH RING wolsr spn ING FRONTSEE FRAMING PLAN TYP T LEDGEREND OFLEDGER BOARD(2)2X12SYPP.T. 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ Z' WASHER & 512" LEDGER WITH (JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST T SS . O T . 2C MAX. W/ 24" MAX. W/ 8" MAX. END OF HEATH( uasr uasr sPACING SEE FRAMING PLAN TYP TYP END OF w LEDGER 0 o BOARD d 2X8 SYP P.T. 1/4"X6' TAPCON BOARD TO W/ W MIN. EMBED LEDGER E USED PARALLEL TYPICAL TO IJOIST (2) 2X8 SYP. P.T. FRONT f} LEDGER x mi w P1' s S g r1: REAR LEDGER 1. ENSURE THAT EXP. BOLTS/JAOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL 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 I SIZE IBOLTSIZE lmk END DisTANc4 CENfRALBPACTNS A I DOUBLE SYP 2xe 1. 1 6' 12T O/C MAX. B DOUBLE SYP 202 1 (2) 3/4" 1 1. 24" O/C MAX. A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM W EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 1O" EXP. BOLT/J-BOLT7TITEN BOLTS W/ 5-1/2'MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=l'1P (2) 2X4 No.2 SYP DIAG. - BRACE W/(3) 12d 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 3U-O" (1) "X" BRACE 30'-l" TO 69-0 (3)'W' BRACE (1)'7CBRACE G CENTER (2) W: BRACE DIVIDED EQUALLY FROM CENTER TO END. 2. WOOD FASCIA, / SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-U' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 6' O.C. MAX CONT, 2x4 SECURED W/ (2)10d•s @ EACH TRUSS TO BE INSTALLED 10'-U' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS scALE:34=1'-r 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 H10A 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 Fl AND F2 FORCES. ALTERNATE MATERIALS 11 SCALE: 3/4"=V-0" L44i N. RONALD RFAGAN BLVD. LONOWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA /: 0003325 F 0 e1 .y. a� QQQ }j % V SVBDIV ac LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJMT#T 04181.04C-21121 MODEL: 4EHB "2605-HAYDEN" GARAGE SWMG: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C FPltxNT DATM 02/08/22 SCALE: 1/4"=1'-0" SHEaz S3.1A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING IJOIST LVL SIMPSON H6 W/ (8)8d COMM EACH END PLATE STRAPS W/ 10d x 1 1/7' HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0 8" CMU WALL REINF. PER PLAN PER ELEVATION $ digg M r ov- PER ELEVATION (2) 2x4 P.T. W/ MASONRY NAILS 0 17' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 7' LONG ® 3" O.C.; STAGGERED OFF CENTERLINE 3W AS SHOWN FRAMING (SEE FRAMING Ply DBL 2)(12 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A SECTION DETAIL AT I -JOIST PERPENDICULAR 3 TO BEARING ON EXTERIOR WALL SCALE: 3/4"=1'-0" 8" CMU WALL REINF. PER PLAN #8 WOOD SCREWS x T LONG @ 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP 02 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A -k X 6" TAPCONS PER ELEVATION 17rm(SEE FRAMING PLAN) PER ELEVATION 2.4 P.T. CEILM NAILER 1 MASONRY NAZI 0 12" O. 1)(2 FIRE-STC SECTION DETAIL AT I -JOIST PARALLEL EXTERIOR WALL (DTO' SCALE: 3l4"=,•-0• PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-W O.C. (AT 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 0 ZX4 DIAGONAL BTM. CHORD PER ELEVATION All BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 216 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/7' DIA. ANCHOR BOLT W/ 7' A - SIMPSON MTS72 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <9W LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's IT, O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 216 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a. ' SIMPSON SPH4 OR SPH6 BTM 1!7' GYP. WL. BD. o AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT, PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/7k9" WEDGE ANCHOR W/ 2" CONT. 2x4 SECURED W/ (2) 10d's a EACH 10dx 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16' I V d I V V 1 V ti CC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS roPOST coNNEcnoN V SCALE: 3W=1'-0' 'a' A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. -0 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HOU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'X3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO BLAB CONNECTION 9a gb SCALE: 3/4"=1'-0" A&B - SIMPSON ASU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 518" AS. WITH MIN. 7' EMBEDMENT TO SLAB & (26)16d x 2-1/7' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,5078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 A � h n U 2 G 0 4 A _ W E 0 S ABBOTT PARK LOT #21 BLK #12 PHASE #4C 1pitojzcT# 04181.04C-21121 MODELI 4EHB "2605-HAYDEN" GARAGE S1RMG: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C ROLMD A ABOUCHACRA AR NO 93723 . DAM 02/08/22 SCALE: 1/4"=1'-0" SIM= S3.1B PRE-ENGINEERED �� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA 8: 0003325 5p � y 1 n sw 4 a !4FIN ij SUBDIN de LOT. ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT/ 04181.04C-21121 MODZIA 4EHB "2605—HAYDEN" GARAGE $WING: RIGHT PAGE: DETAILS 160 MPH EXP. C 1I ROLAND A A AR NO DATE:` 02/08/22 BCAL.E: 1/4"=f-0" SKEET S3.1C SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-774.4078 www.abdesigngroup.com AA M: 0003325 i d n h n 0! k a a o a n M Q o M Will'; SVBDIV & LOT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT* 04181.04C-21121 MODMIA 4EHB "2605- HAYDEN" GARAGE BV#MG: RIGHT PAGE: SECOND FLOOR DECK PLAN %160 MPH EXP. C DA M 02/08/22 SCALE: 1/4"=1'-0" SKEET S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.mm L AA g: 0003325 A 0 h o a c 3 a a ABBOTT PARK LOT #21 BLK #12 PHASE #4C [PROJECT# 04181.04C-21121 HODEIr 4EHB "2605— HAYDEN" GARAGE SIFMG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C Elm" I M4 ROLAM A ABOUCHACRA I AR NO 93723 A DA ATE: 02/08/22 SCALE: 1/4"=1'-0" SHEET 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 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x i 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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'-D", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESORPTION REMARK 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.S. = 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 (P.i) VVxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 — (1)#5 (1)#5 N/A — GROUTED SOLID BB2 MASONRY 3000 8xe (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES �=---------------------------- 1 ♦ 8F8-1T/0M/0B 8F8-iT/0M/0B 1 ♦ 1 b 1 ♦♦ A 1 1 ♦♦ 1 1 ♦♦ GT ----- 8F81T%0B----------- I� ; I 8F8-iT/0M/0B I 1 I � --------------------� U.N.O. PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" 1 i ♦♦ 1 I `♦ 1 I ♦ t ♦ 1 / 1 1 0 � 1 1 � 1 1 � 1 1 � 1 1 I 1 1 j BF8-iT/0WOB 1 8F8-1T/OM/OB ; --------- L--------- J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwAbdmlgngmup.com L AA #: 0003325 A [: N h cc ro � C gg F 511 5 ypg� a SLJSDM do Lo ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT*► 04181.04C-21121 "ODELc 4EHB "2605- HAYDEN" GARAGE SWING* RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C 7-5 ROTA D A ABOUCHACRA AR NO 93723 j DRINT ATE. 02/08/22 SCALE: 1/4"=1'-0" SHEET S5 "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 W PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 &WN 6-tt 1r IT 1T 11 TYPE LENGTH &8 PLAIN 818 SOLID TYPE LENGTH 818-iT 111T matt 8124-tt 81284T 8/324tt 81&18 1Bttl1 1Tt1 1Tn 1T11 -1TMs &%-2T ai16-zr &2D2T 8a4-2r &284T am-zr Y-6" PRECAST 1436 952 3114 4217 5321 8428 7531 T-6" PRECAST 689 1024 T-r PRECAST 1589 3524 4394 5283 6132 7001 2465 6113 6385 7708 9D31 10000 1588 3524 4394 5283 6132 7001 4'-U" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0' PRECAST 514 763 4'0 PRECAST 1363 300D 3815 4670 6325 am 1961 6113 7192 6524 7627 8751 1363 3000 3815 45M 5325 8079 V-6" PRECAST 819 533 1770 2400 3033 38M 4800 4'-6" PRECAST 398 591 4'-W PRECAST 1207 2582 3375 4043 4711 6379 1625 1 5743 7547 6752 W41 7565 1207 2707 3375 4043 4711 5379 5' 4' PRECAST 931 7247 1999 2560 3123 38M 4249 S 4" PRECAST 411 411 Ste" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 1016 2276 2838 3399 3961 4054 5'-10" PRECAST 817 1024 1631 2090 250 3009 3470 5'-10' PRECAST 340 339 5-10' PRECAST 909 1499 1971 2413 2915 3387 17at 3693 58T7 8036 6546 5776 gn 2080 2593 3107 3620 4133 6' 6' PRECAST 892 1139 3227 3031 3707 4383 6061 6' 8' PRECAST 410 721 8 6' PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4508 7054 10000 8825 835 1868 2329 2790 3251 3712 T4" PRECAST 570 936 2498 2205 2898 3191 3685 T-0' PRECAST 303 534 T-S' PRECAST 716 900 1181 1462 1743 2025 938 2498 34M 4864 7067 6472 1224 2025 2426 2827 3228 941 PRECAST 428 833 1503 2204 2481 2818 2821 T-4' PRECAST 192 384 9-4" PRECAST 454 586 757 948 1129 1310 639 1674 2208 3081 4099 4899 572 1318 1643 1909 2164 2519 10 G' PRECAST 388 487 1247 1767 1904 2163 2028 10-0' PRECAST 151 301 10-0" PRECAST 356 468 612 765 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4' PRECAST 330 544 1312 1742 2252 2668 3630 11' 4' PRECAST 132 417 11'-4" PRECAST 430 4W 530 653 777 an 544 1312 7742 2252 2888 3652 488 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1598 2048 26M 3191 12'-0' PRECAST 111 370 12'-0" PRECAST 383 306 476 587 698 783 507 12t0 Ism 2048 2588 3171 440 940 1300 1580 1314 1476 13'4" PRECAST 270 433 1045 1355 1732 2157 2535 13'-4' PRECAST 82 298 13'4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2W5 396 780 1057 1312 1071 1203 14' 0' PRECAST 254 388 978 1272 low 1988 2279 14' 0' PRECAST 71 293 14'-0' PRECAST 279 278 350 443 526 6D9 390 978 1272 low1950 23� 378 717 961 1192 975 1133 14'-W PRESTRESSED N.R NR NR NR NR NR NR '14'$' PRESTRESSED N.R. 283 14'$' PRESTRESSED 2N 422 506 on 746 865 458 1079 1429 1824 2277 2712 246 663 900 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR 1641 PRESTRESSED N.R 252 15'-4" PRESTRESSED 224 387 464 684 793 412 12 1014 1340 17070 3 2118 2513 230 818 we 11313 4 1353 4572 17'�" PRESTRESSED N.R. NR NR NR NR NR NR 1T 4" PRESTRESSED N.R.183 17' 4" PRESTRESSED 187 325 365 451 587 680 300 W6 1121 1413 1739 2047 192 7 506 720 501 1135 1312 iww PRESTRESSED N.R. NR NR NR NR NR NR 19'4' PRESTRESSED N.R. 148 19'4' PRESTRESSED 162 206 318 430 513 595 235 736 gm12W 1467 1716 186 420 623 603 950 1096 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-0" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-W PRESTRESSED N.R. NR NR NR NR NR NR 22'0 PRESTRESSED N.R. 116 2'-0" 2PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 559 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 129 450 054 824 1014 1147 124 319 465 681 687 703 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED 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: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.00m kh AA M. 0003325 ash � S R 4 a F � _ c SVI3DIV ac IAT ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 >A o W44 4EHB "2605—HAYDEN" GARAGE STING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 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 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 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 8 BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD4 4X6 (3 XN5 �") SYR HTT4 W/5/8" DIA x 6' 5/S3.tA PT., WOOD POST EXP. BOLT L------------------------J ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.mm AA S: 0003325 n w c z�' 0 a a .Co S 5 sulmm at IAT: ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT# 04181.04C-21121 uoDE>� 4EHB "2605-HAYDEN" GARAGE SUING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C PRINT 02/08/22 DATE: scALE: 1/4"=1'-0" SHEET s6 GAsiE-Ergo %�� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = WOO 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 2" = 76.ED PSF (86.60) ZONE 3r = 91.70 PSF (10t70) ZONE 2r = 76SO PSF (86-60) "A"= W-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT:-1-0.18 ROOF DUPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP I (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH OIA. TENSILE STR. SHANK ASTM 10d RING SHANK 2 12" 0.131 F1667 SCREW SHANK 170,000 RING �16-20 RINGS RSRS-03 8d RING SHANK 23/6' 0.113 F1667 SCREW SHANK ER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2318" 0.113 F1667 SCREW.AILS RSRS-01 EXTERIOR SHEATHING USE 1/7, COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE t 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3T 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 80 RING SHANK GUN NAILS @ P DC. TDP s FxmoN EncEs HD a� Y® jo TYP. EXT. SHEATHING ATTACHMENT RAFTER OR T RUSS ROOF SHEATHING I BUILDING LENGTH t, ROOF SHEATHING LAYOUT •t AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 214 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2K4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 7' DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 17 0 C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 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, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402I802A6 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 DRAWINGS. 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 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33fC33M MAXIMUM AGGREGATE SIZE SHALL BE 3W. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONOROUND WHERE INDICATED ON CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO. 2OR BETTER. Fb= 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY = 1,400,ODD PSI, ALL WOOD IN CONTACT NTH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT NTH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH 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 DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOTADIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD ---It REVIEW. NP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #e BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-nanconwnent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 15 pof TOP CHORD 20 psf TOP CHORD (7 P9 / ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W ND UPUFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PM WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 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 AGUIDE FOR BEARING (ASCE (FBC 020) S EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pst, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, 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' 2ODpsf, GUARD IN -FILL COMPONENTS: 50pV,, PASSENGER WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOW,, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE HE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY OF T THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = ZOOS PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL L I. S RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. A OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTRERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED NA SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT_ FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE ONMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M F = 36 Im FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TU S ASTM . y U L KING HALL BE S M A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S. Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLIP -ON -GRADE 351a TUBE AND PIPE COLUMNS SHALL BE CONCRETE -RULED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL WBMT PROPOSED PAX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS NTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE RMSIAENT. CONCRETE SLUMP SHALL NOT EXCEED 5PN- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CMCEAM OR MEASURING, MANG, TRANSPORTING ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED 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 SHAD. BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQURED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): e. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER i-12PFOR 45AND SMALLER 2PFOR MI AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SUBS. WAULSAMD JOISTS 1-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER FPLI— SIZE I TYPE 9PxgNG REW1M5 APPL1— — TYPE ISPACING AteUPo(.^. PTRAxtlNOTO MAS.]MY/GONG CASE HPNDE —I NNL11/CLONG. 3. Gu�GE DOOR BUC% TO EU901FYIOJNG. Vx'PA NDYM5IER TAPNNxW— FASTEFER 3.� ?tEMBED x" .ST . t?EO £(r13T .1. ECL Ew cTiMOM`MEATAJx9E0NsPRTROY.RKP �� a3T.. SEETNOTES D aB. MSOLTS tYI BLKM L soc vAwwuOoSca FFASslErEo TINKoC% CONTACT THIS ENGINEER FpOtOnV) R SPACING '•WPNr.pSOEwE NEe L.r LC' s—E— "L°s°"R""mNc. REQUIREMENTS Zn Pi, NOIES IX' —TER w3r1ER BUpc SEE 1P Ox: p3T?tE?EDGE (xST �Pi WINNWBt1G( g <.E- sT.,t t? O& LNL., SEE psT 1NSTAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SWILL BE AS PER MANUFACTURERS SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. W WIDOW AND DOOR SUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR W TH A HOOD DOOR FRAME. 1x MEMBERS ARE NAILED ANO 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4075 wwwabdesigngroup.com AIN #: 0003325 F r7 � 5 id ZZ R 0 Ct � pp r I A 02/08/22 8CA=: 1/4"=1'-0" SPIZET SNI VINYL SOFFIT — SOLID AND VENTED WITH SINGLE SPANS INSTALJLATMN ANCHORAGE DETAILS 9OaWYII4 '. aM6NrWINaY�Litr�MO"rM6a`CW4 illl OWW-16dt"�`DFr rq]aiaM4�CaOM �v� --I— a�l— n& x1a6DNWGbr �AMrr]mxW ar nq NapgCDai �` ]ara uwlw.nnebrorwcuxHamazrtiserttomr. w• i arw.ydr.arNswr N•.^z•. w•awM•uN cvwarsrasis. ` a.w, w�` T�e-Di nu�•m'�oiv.`�"nn`�"m ,i oem. '. mm.rowLvw vaa a .•n i'Eeaus`�as�ic+�+n�`idn�arirw,ie�TK ]� rt pP1iKDEFE4xKD rDM C#NI.ECrairwtM10d0AIla t wrGwrMwvaumwrowLriDtaemm+Tsmu[.nw[rro,a.Tre- aP[aaaalrY Dtaa Nr[rarbGlaatWrEEtaiabCaaardTnN 'MRCS. �z.ct]° wP �`mmK°"'rawr rre'cwo m bwu.b nrw.rzoewxrorod'sa`r.nrawui°"raEwwacEcra na xeA,Ew>v+ar aamMow�ssewaNlurws marexroarn NrmMv+ia,onwn alio. w]�mcxTnec�na eori moer�eewa waoHo coaE �iM0N��5 �a�WME9ou1roL VOWpCBmOM WNF.L1NOr5 c manta] rwroca.]rz rADn rw oxrAu a mcoanlrxra �ar�,Eawatarawbwn Evrirunarsr.aucustmaavaa,wr a atu4asoaFwccdmwcE armor ai.arrTwnarrat TiFrlaxMBHrix1CDK. a 51Rlwaw8t4MnCooKe ndeaxP�iratr4M�Wbx� � 4cwwAEaN.aEcr.. DESM PRESSURE (PSF) RATING AT 1W SPAN (NOTE 2) rananmaasEa LaaAMwsaarlcmoo nnEaoa aaY0at91aala! Pvtaw aowN IRIPR[CAW oesaaarain.t Nalm La0.ra ,r Wane a aae aa. aan ENO 90rrN ram` / aba,xa w.A-4is ./. Mn +-arlw / .-o+ewEE .a /-4D ,V «l� rr nns a w-o-rort �• am ND11M f01,1I rF®` / zoar� .aT/-w .,s ..0 .1-OaYatl / +-tiara aaa.lxT rT rswA •rut-o-wMT ]Do Fa aaN vplm 9aI,R "� / a-oaNn .4a /s4 a.,s are J,wwxa / ]-arrr4 w /we DBNr, rpWR,NSrra.E yNYaF w10r[ f WL iF t'dMIO A IY�DaC a� Pr v.M DNRNMI6 w ]POaMtn Aar wt¢ T WED w Yd1 We asn V®f M[ rWrrm mazer or ne nwa •raua ooze ro. mr.aluw >o tri ono, ramsuae wNm YlC xM V[®a M6 nrafR A bF aMF.MIIED /! W /O M wso4. a 14] ernr a ros oow rl®wlo n ,o: rr. rr wo ,r. Em aun a wo . wsiwao F,a]oa oarraLw, wo awr.aw rAE msrwerldE Em wA reM aaw aaxarwlaw fa o. stw'"'rc+M--e ,awmsorm�wo,rww TABLE OF CONTENT awa. �d.a.na�•D"oucoa�wc � o:..aysaM.waDvwrm�.si'rurzs�`�"iEoie `E enwwrNeenis reTwwror raorwaawa sores mmxE alo v aara r vaara snag rcorroarxawma.eraE a aa]aunoa xws. a,alansA ca,amrE"an � ENwlwrw oars, owlxwro coeaucrw s amwrwrlwr oezra A Dwdw e aaw esaa oalan we rroa warn / aw VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS EwvEworrn ywaal DES" PRESSURE JIM AT VARIOUS WW" SPAN LENGTHS LL rreaoNAwnD, aow aEcsror,n earn oNsrtarsawwoEacTsxrara 1Y 1EESM4saCl1ML4®Taraa0/RI ywa FORFAraCOMniIxKTpMOF TADnywOLO rIww,OmENNEA atiayw saEAtuTIOM I cr+mrfErta Oa OVEIwaW CMTIry.RArIDN1. Ncw•a%vEATre[v'sepiuur �.L. DEEAafAlMr,rfl Maw �arYrrre SpTFi, M6TN.Urg1aT9111E8ECONTIG11M.1ptE play A5ld1`i K1NYDM _ a�EnrEa¢AAEaraEwErtrsuosnaEaaTsnaE wxtuaeo. ..—' aaca oaE ez.T .sr.] 1, Afrr]mr DMmrxMFrlcmM.MS D. n. d•wMDrF ]a wac baT mo s. Elmrr✓xAxrFMaJaAn u na^woaE � un s1b r 1L3 aatd Da[ i 523 A9.6 �snFrzd"sr"aa ws`"ew`�` is.E� mM.v�in. Ea:.w scrncn•w a sxn T ... MMMWEvaEDaRNTE%CUJ3ENlllrnaaEB lNfiU9W0 BUEM0r LNETM}{D AL[ � 4,b iL9 SrUGtD.fMp,]WCN Hl4:EANO BaM01 EDOEDNTMLEbbNAflaE SUCN1p � � aaC Da[ 41, ,fib.. aaE.E-eRrwexwcoc iE awr]aw a-'�` s i ns .a. rAaru,EaaromsawianTnElrsrnwcrnacErusoorarTAarwo Auouxr wiLfwyca wwu Tww ACJnEab you eEwDOF➢To rFc wouaDrAarzwxLeMDTN].aEEAaE•aA acMmxxE iwaE DN i.wy.EEr. >T laaMaME-pvlai laaaaxal®fanr � I. ALLFMlaaaa581W.11•wVECORR0R011 M9a ANT CgtTarGb DAaE Miff Or �� j OAaQ6lDi, PEWTwxiWrzRUi9 rAMAiaEwlaIMEMBSTMTE WIaIM[S ��. DaAa4ATaUT)rwpa. ;Masao+ ,MATT, i ■C Eat M aacwoaE S ssa ; 1 Aa[ Safiyb Eon sacadoaE � ss.a + A >• aicwoaE as i +Ds __ Aar •,a M sates DaE a> »A FASTENER SCHEDULE aasr swam . - ararn ,,;• �,D.;,,• .Les ..,/.• r..- 1em.�M inni r w ,ocar .000 i/r r/a• Map a Y Mwi� ` xOW r-r/Y n/r '�a"Nnea saw as rrOOxtlnarrr. r -r/r ,mar .om s-r/a• ,rt twin amrr axa MI aaoa.aL rrasa] aMa®,D MrD�`xwnDy¢.wmbac .aE wuoeF, m AaPa raa�d Eaam,aa ,mat« aam a,a ROA9 79W165 0. !8 A 6 L499� OA42 .s4 1/2" J—CHANNEL/TRIM u VINYL (No. 1100) 25l-t 022 1 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRAM SCHEDULE VINYL SOFFIT SERIES iCMAM1El FAECu 12' TRIPLE 4 SOW NO. 0623 SOLW SOFFIT 12- TRPLE 4 FULL-O-VEILT 112' J-CHINWL C FASCIA NO. 0622 VENIfD VINYL ALUMINUM SOFFIT NO. 1100 NO. 9700 12' TRPLE 4 FULL-O-9 ECDO . 063 N0 VOREVENT °AFF1T Nxpl,•L' SLLLOFMATERIALS _ AnNaL � a aM¢n i admuE as a.Ta rate o+w.m (u aaE w aN ,m r, s am aaa .-rarxn - s¢ aWan a oa, , asaa - a< oaalrN oa sazT , Mort » oM sraa 1 A awr y�sMla+ar'rs.,p- r-aaL ra coraaarL ww s�L OATi' antra, a ,_a/a" rw, rA a oa . T/1r raa aaa arm r• rMa ,aaM am • lrmrr . aaa sna M x r w,an+woo Wwr - m . o.ax ma awD x r arornaL aoao Wmx - ao - a+t wE .arro 1s a wA sIm ® TRIM NAIL INSTALLED THROUGH FASCIA 016- O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA JCHP MAX. DETAIL A FASCIA O STAPLES INSTALLED 12 O.C. MAX (INTO WOOD) IN JCHANNEL SLOT OR T44ML 012- O.C. MAX. (INTO CONCRETEIMASONRY) BATTEN STRIP ANCHOR 10D NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING ('�RUSS/JO. BY OTHER BOARD BY OTHERS OSTAPLESINSTALLED- THRU SOFFITAND JCHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED 0 OFFITO 120.C. MAX ONTO O OWrOOD) IN JCHANNEL CHANNEL DETAIL B SLOT }'•MAX. J-CHANNEL FASCIA 2X2 WOOD BATTEN ® © BATTEN STRIP ANCHOR rTAPLES INSTALLED O tOd NAIL AT EACH TRUSSIJOISTl RAFTER THRU SOFFIT AND LOCATION NOT TO -CHANNEL AT NAIL HEM AND IN VALLEYS EXCEED 24" O.C. INTO a8XT WOOD SCREW OR QB FRAMING ATTING SCREW, OSTAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24' JCHANNEL AT NAIL O C HEM AND IN VALLEYS OFFIT O 71 1X2 WOOD BATTEN \.rue— n r2X2 WOOD BATTEN }• MAX-46- DETAIL D OSTAPLESINSTALLED- J-CHANNEL THRU SOFFIT AND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS L0 DETAIL E J-CHANNEL O S NSTALLATION SCREW, BATTEN ATTCNMENT SO FASTENER SPACED 24- gO MAX O.C. STAPLES INSTALLED 0 12 O.C. MAX (INTO O WOOD)IN J-CRANNEL OSLOT OR T-NAIL 012 O.C. MAX. (INTO CONCRETE/MASONRY) �CONCRETE/CMU OR WOOD (NOTE 1) ff DETAIL C J-CHANNEL BY OTHER 21/4' NSTALLATION SCREW, EMS. BATTEN ATTCHMENT 8 FASTENER SPACED 21' g MAX O.C. TAPLES INSTALLED E 12 O.C. MAX (INTO WOOD)IN-CHANNEL S SLOT OR TisAIL 12 O.C. MAX. (INTO CONCRETEIMASONRY) WOOD (NOTE 1) NOTE T- MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUIUNG CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' YE WIDTH PAWL' (ROOF OVERHANG) '// SEE DETAIL'A' SEE DETAIL'E" ---ram EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END CONCRETE; CMU OR WOOD SEE DETAIL'D' - SEE DETAIL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END a raa - :Fa/ / �VU KIWI _ 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 t IEfi4 A 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 ---RAa ]1] to ]r Li4a A 12" TRIPLE 4 FULL-0—VENT SOFFIT ECO — VINYL — NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FA)(: 407-774.4078 www.abdosigagroup.c0m 0003325 W m h � 8 ru � � aC y Z Q a C Hall; 6 9LTHDIV. 8c Lotil ABBOTT PARK LOT #21 BLK #12 PHASE jL4C PROJECT# 04181.04C-21121 uoDEis 4EHB Ir2605—HAYDEN" GARAGE SNLNG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. ROLM�DpAAABOU.aCFyH�ACRA AR NO W723 19, 02/08/22 ATE:CALE: 1/4"=V-0" HEET 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 (FIG.1), 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 /WIND 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 1 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 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 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. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1"AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: 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 1" 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. FIGURE 2 MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER FRAMING MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA MEMBER 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." FRAMING MEMBER LEAVE APPROPRIATE GAP AND CAULK BATTEN NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT V FROM END OF SOFFIT ° 3/8" FROM END OF SOFFIT ° FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 'E OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 x n y n 3 � c o n e _ SVSDIV. de LOT: ABBOTT PARK LOT #21 BLK #12 PHASE #4C PROJECT* 04181.04C-21121 MODMA 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C DA xmT 02/08/22 ScAI.E: 1/4"=1'-0" SHEET ►._J D 2 of S