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HomeMy WebLinkAbout7689 Sail Clover Ln99 20005 04EHB —HAYDEN 99 y 0"IH COMP13 CODE, P1.Lw09 RiD�gU11.D1NG CODS CODES . 5ECIRkC P HIl1-S NA THE C1� nF ��. p DlNPtACED in HOMES i R��\� F ��VIN,P� ER c PN P 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 ` STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -n*=�A BUvRMN CWX ABV. ABOVE LA V LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE 7m wJln/A (2m' -ALL LOCA6 AND STATE CODS$ -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B A/C AIR CONDITIONING LUM, LUMINOUS ALT. ALTERNATE WE. MEDICINE MANUFACTURER CABINET AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD cI. CENTERLINE MID. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N i.S. NOT TO SCAIR 06T 2-STORY CYAI CONVERSION ARCHITECTURAL SHEET DESCRIPTION OIASA6 DID SET IS&JBD PG CI -COVER SHEET PG GN- GENERAL NOTES PG AI -FIRST FLOOR PLAN 02A3/* ADDED ELEV. 'J' A X' UMTN SIDMG PER MARK BODES 02/t0A8 BID SET RE -ISSUED 0A/11A6 FOOTING REVISIONS PER M. BOUE6 TAMPA FL 33637 -BASIC WIND SPEED - Vult=160 MPH CLR. CLEAR O.c. ONCENTEa PG A1A-FLOOR PLAN SECTIONS/DETAILS 06A6AS I -JOISTS MGORFORATEp INTO MASTER PLAN ' TEL: (813) 740-9720 FAX: 813 740-9715 ( ) Vacd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL T. TCONC. CONCRETE PL PROPERTY LINE CCARPET P.B. PUSH BUTTONC.T. DRYER C 77LF. PH. PHONE D. DRYER PLY. PLATE DBL DOUBLE PLYWD. PLYWOOD PG A2-SECOND FLOOR PLAN PG ASK -FRONT &REAR ELEVATIONS "K' PG A4K-LEFT &RIGHT ELEVATIONS "K" 06n6A8 CONSTRUCTION DOCUMENTS RE -ISSUED 0SA1A8 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL AND SPATE CODES D.G. DUAL GLAZED PR. PAIR DIM. DIAMETER P.T. PRESSURETREATFD OU26A9 DETAIL- 'ADDING EtAR TO BOND BEAM' ADDED TO 812A PG EI-FIRST FLOOR ELECTRICAL PLAN DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS BE. DEEP R.A.G. RETURN AIR ORRL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGHOPENING D W. DISHWASHER S.C. SOLIDCOREEXTDR PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS 02/2" PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: r SQ.FT. CAWS O8RSn9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 006/IS UPDATED LEDGER COLT SIZE A SPACING 161 FM LIVING 1104 Sa FT. ObAWR REVISED] -JOIST LAYOUT ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 • AD FLR LN a 1501 ea FT TOTAL. LIVING 2605 Sa FT. GARAGE 431 Sa FT. PORCH EL(Y6 X' III ea F7. TOTAL ELEV'S X. 3153 Sa FT. SzIO PATIO a0 SQ FT. EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLEHUNG EQ. EQUAL SET. SHEET EXH. EXHAUST SHTHG, SHEATHING EXT. EXTERIOR SLEW R SHOWER FD FX, FIXEDGLASS SUM. SIMILAR F.C. FUEL GAS SL SLIDING FIN FINISH SL.GL SLIDING GLASS FLR FLOOR STD STANDARD FLUOR. FLUORESCENT SWS SHEAR WAIL FR. DR. FRENCH DOOR SECTION FTC FOOTING TEMP. TEMPEREDGLASS GA. GAUGE THK. THICK GAR. DISP, GARBAGE DISPOSAL T.00, TOP OF CURB DYE GROUND -FAULT CIRCUIT T.O P. TOP OF PLATE INTERRUPTERTYP. TYPICAL TOP OFSLAB G. CLASS TOP. PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAIS-WALL ASSEMBLY DETAILS 06/21/I9 ADDED LED LIGKTSTOKITCHEN4BATHROOMS PER MARKCOUEB OMMS ADDED STONE OPTION TO ELEVATW NS 'G', 'N', 'J' A X' 0°.�13/IB LEDGER BOLT SPACING REVISED IM" ADDED OPT, V-V CEILING IErNTS OV MV RRS REPLACE USP CONNECTONITH SMPBON C.ON+EC1100 03A78/20 REVISED DETAIL ON SHEET D2 OPT. W-0' CLG. HGT. O4R0/20 REVISED STAIR SECTION DETAIL FOR OPT. 8'-0' CLO. NOT. 01/MI =0 FBI• UPDATE A"3ro3R1 ADD SOi:ITDETAILS STRUCTURAL SHEET DESCRIPTION GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEBM OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR, HEADER W. WASHER 03/05/21 ADD FLAT HEADER It 1'-6' AFA (V-0' CLG ONLY) PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS DRAWING / CONTRACT DOCUMENT M6121 ADDED 20' FOOTER OPTION REVIEW BY BUILDER HOT. OR LEE HEIGHT W/ WITH INSUL INSULATION WD. WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT ]RON TRON PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG TAILS SE IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DErALLING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3-FIRST FLOOR FRAMING PLAN PG 53.1A-DETAILS PG S3.IB-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.IC-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CIARMCATION. PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SN1-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUC71ON BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.eom AA N: 0003325 h s� aUDDIV. At LOT: ABBOTT PARK LOT #39 BLK #7 PIROJIICTAi 04181.000-39071 MODXU 4EHB "2605-HAYDEN" OA tAtsa SYnNO: RIGHT PACE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 R3012.12. 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-M INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. & 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" MN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 124NCH GYPSUM BOARD OR EQUIVALENT. 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 1%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 0 AND COMPACT TO 95 /oMAXIMUM DRY DENSITY DETERMINED 557 20 TM WITH IN ACCORDANCE A D1 - 12 E1. THE S BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- O" 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' TWER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6-WALL CONSTRUCTION AND TYPICALNAILINGSCHEDULE ONPLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUMAREA SHALL BE 8 FT . SO. Pumme 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH 11W 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 P30052, 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 COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C l063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-198 & 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-CIO63 - 198 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 CELNOS 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S 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) 7thEDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abda Wigroup.com AA #: 0003325 r o m 0 NxnsDm a TAT: ABBOTT PARK LOT #39 BLK #7 PIlOn=TAI 04181.000-3 071 MODSI1 4EHB "2605- HAYDEN" OATSAOa er►na0: RIGHT PAGM: GENERAL NOTES %160 MPH E . C SCAIdX: 1/4"=1'-0" sIiSTST GN � e�elc�i� E° F�Oi�lo al'OADisle ZOIE 11011H MD 04 FROM MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING is 5 36/-41 DR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.ND. 112 5 31.0/-346 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT. —II, EXP.-C, MEAN ROOF HT. — 22'—B" PRESSURES HAVE BEEN MODIFIED PER FBCR TTH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOI111gI DAR, Iva" FIRST FLOOR PLAN SCALE, 1/4' . F-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/V (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3YV (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 4'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(IbAnw) 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 V2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 SQ.FT. CAM'S IST FILM LIVING 1104 SQ. FT. 2ND FLR LIVING; 1501 80. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SQ.FT. FORCW ELEVS K' III Sa FT. TOTAL ELEVB K' 3153 SR FT. 8x10 PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-0® L UND ON PLANS EWm HGT. VARIES 8' BLOCK WALL UND ON PLANS 11'-4' BRG. INTERIOR LOAD BRG. WALL UND. ON PLANS 44' INTERIOR - LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE CEP 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.wm AA 8: 0003325 g �1 c � will 0 C F SUDDIV. ae L01: ABBOTT PARK LOT #39 BLK #7 PROJWT* 04181.00 —39071 MODEL: 4EHB "2605— HAYDEN" OARAOR NsrarrO: RIGHT PALM: FIRST FLOOR PLAN %160—MPH FoW. C 2021 � 09/21/21 sLE: 1/4"=1'—O" >cAl (2) LAYERS OF $/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS MR SOLD NAILNS AHU SECURE TRGDS TO STRNSOR WY(97B 3' SCREWS • G BTRNOER 576 3' :LADED SHAEA TO EXTEND BEYOND THIOQESS OP SRIB_PLOOR S EATHNS i 42' WON HALT WALL WW GAP 5'-0' 6 LAUN. PRE-EN6v FLOOR — . Q' H. V2 / SYSTEM (SEE MCC" WALL / PRAMMS SNlET) o / ST�AIM RISERS TO CONPOR'1 TO RiCR 3/4' KICK 714 EDITION (2020) PLATE / MN. TREAD•10' MAX, RISER-T 3/4' 7 P MAX. NOSIN9 / STAIR DATA: 3/I6' MAX. VARIATION N E 'Q IV' MIN. / ISR * 152' 14 TREADS • RSERSRREADS ADJACENT TO EACH OTHER SAY MAX. VARIATION IN NY A U ,jR S T 0 R 10'. I' NOSING RISERMINIAD HANDRAIL CIIaOILAR CROSS SECTION DIA TO BE 1 I/4' .-V4' OR FRONDS EOUIVALEM / . ASPA U S- b'111108 • 0 NARROEND MIN. 11' UA4 1 PROM NARROW END 34' MIN. HANDRAIL MST. 3-23C12 STP STRNSEI! / REINFORCED WY/X4 ST C _ / IWDOW. MAD OF SRb-R_OOR ADHESIVE PL-400 OR SIMILAIIE • NOTE, ACCESSIBLE SPACE WNDER STARS SHALL 14AVE WALLS. UNDER - EAHORIZONTAL RN STAIR WMACE AND ANY SOPPITB 4 / PROTECTED ON THE ENCLOSED SIDE NF 2 X 4 RE-OR..NS WITH V2' GYPSUM BOARDS. PBCR 302.1. TOP / • EA. 2 X 12 STRINGERPLATE 9 Ma3R wad •'-v O.O. JM 0'-0' FIN FLR 2X4 ATTACHED IW Wd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB IIATHM v Q CAGN END. 32' O _ MAX. DBAR DETAIL SCALE: I!1' F.C. B STAIR mSECTION THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 36' AS PER FBCR R311.1.82 111/ 2X4 RE-INFORCING NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1i't 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 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 HANDRAIL SECTION C SCALE: s/4'•I'-m' HDR. DTL.D SCALE+ 1/2 I' NOTE= HEADER FINISH TO BE PER COMMW1TY STANDARDS SEA 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmlgngroup.com AA M: 0003325 h a O F U) O SEE aUBDIV. & LOT: ABBOTT PARK LOT #39 BLK #7 P2ROJ=Tp 4181.000-3 071 MOD21- 4EHB "2605—HAYDEN" GARAGZ BWMG: RIGHT PAGE FLOOR PLAN SECTIONS / DETAILS %160 MPH EXP. S-11-IBI M�m 0 mn a a a a "t" a ftg.' a of o 4 ..4 SECOND FLOOR PLAN SCALE. 1/4 - I'-ff alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-40781 j www.abdoeigngroup.00m AA #: 0003325 % 1rr M I stnmlv. a L071 ABBOTT PARK L )J� LOT #39 BLK #7 piton=T# 04181.000-39071 MODZL.• 4EHB "2605- HAYDEN" GAP-40Z 11i RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C SHINGLE ROOF PYPON I6'X46' DECORATIVE SHUTTER OR EQUIVALENT PYPON BKTIIXII OR EQUIVALENT Il'-4' 2ND FLRo, � 4' RAISED BAND 6' RAISED EIM1D 3/4' :, 93/4' I 2ND FIN FLR. F 8'-0' 5FW.. HGT a ENTRY _ —I 45 TYP. 4' RAISED BAND (TYP.) I B' RAISED BAND (TYP.) 0'-0' FIN. FLR Il'-4' 2ND FLR B RGW 5'-4' 3/4' 2140 FLR I I I I I I I I FIN. FLRA5RG. HGT. _ _ l 8'-C' CLG. HGT 45 I TYP. I I I 0'-0' FIN. FLR I I I 25'-4' BLDG. W.T. SHAKE SIDMG 12y AS SPECIFIED (TYP) 6' TRIM AREAOFATIlC = 1SIE SO, FT. BOARD NET FREE VENTILATION ARFAREQUIRED 1/300 REQUIREDVETITIIATION AREA = ISEI= • 5.26 4' FREIZE VENTILATION AREA X SO, INCHM PER Fr.(244) 7E0f 5O. IN. BAND (TYP.) MN. RfiOURED VENTILATION 5X 7SU 11'-4' 2ND FLR IN UPPER PORTION OFATTIC 3804541N. m m -®, PYPON 16'X62' OFT RIDGE VENTILATION AREA s lis so. Q4111IN. PERVERT 3m4/Lss DECORATIVE TOTALO OF VENTS PROVIDED ALP OF VENTS PROVIDED = 130754 4 .�SWLITTER OR "AREAOFATTIC15771EDMIWROF THE HODS[IES9THE NG EQUIVALENT EXTEPoOROF WALLTO EXIEAOROFW NO OVETIFIAN051NClUDEO INCW ED /-6' RAISED / BAND FRONT ELEVATION IEZE. V4 - P-0' TExTuRao FINISH REAR ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINISH _ 9"A3/4' A 2ND FIN. FLR _ 0'-0 OPT. COACH 03HT _ ,L0'-0� Il'-4' 2ND FLR BRG. HGT. -0. FIN. FLR/BRG. HGT. I 0'� _ 0'-0' FIN. FLR Vl' TI1ICK 2 COAT CEI04T PLASTER APPLIED DIRECTLY TO MABONiY- 4'x4' GALV. 'L'-TYPE PLASHING SET IN FIBERGLASS 6HNGLE6 IWWDERLATFENT AS PER POOR %d%J.L ROOF SHEATHNG THICJ0.E86 AS PER MEET SNL SEGUED PER FASTENER SCHEDULE SMPSON LSU•2i—� 2x6 STT RAFTERS OR PRE.1041310 TRUSS— RDOP SLOPR PER ELEVATION —� MK VN' Of SHEATHNG GUSSET TO ESE SECURED TO :xi r EMBEIR61w 6d NAILS 3' O.C. a PERMETER— SFrSON LUS-26 0Y (4) IOd's TO LEDGER AND (2) Wd'N TO 2x6 JOMT ISS N SMPS01 4 EM OXY 32. OG. 4 UTHN 6' OF EACH END MAX. SET N SIMPSON HIGH STRENGTH EXPDXT 6' MN WISED. CHAN6EL FOR SOFFIT OVERHANG DETAIL A SCALE, W • I'-0' EN36EERED WOOD TRUSSES a 24' O.C. SUBMIT SHOP DR4110456 SEALED BY 1 PR:R661CNAL 641GNEER FOIR REVIEW 4 AND C 7-IMENT6 PLYWOOD 6FEATHNG 80 STRUCTURAL 2ND PLR BISi. HST. (PER MLKVJ WRAP FASCIA W WITH BREAK / � �� N'w T:t� bG, 2x6 WOOD FASCIA ME / STRUCTURAL POR FASTENERS VENTED SOFFIT PER ATTIC CALCY C 14' T14KK 2 COAT CEMENT PLASTER �[ L ` APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FILM WMXW PER PLAN SOFFIT DETAIL BRAKE SCALE, 1/2 = I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 s� b 0 llvmly. & RAT: ABBOTT PARK LOT #39 BLK #7 PROJMCT# 04181.000-39071 MOOR l 4EHB "2605- HAYDEN" OA1tAGa BWDCO: RIGHT PALM. FRONT & REAR ELEVATION "K" %160 MPH EXP. C 12 OFF RIDGE VENT ME DOM 5� FORFYPON CKTIIXII OR EQUIVALENT ® TYP. BRG. HGT. 3/4'2NDFLHR �. 4 _—_—_—_—tt_ FIN. FL/BiK=. GL FIN. R 8'•0' CLG. HGTs -------�-- ------------------------------------ --- '-0' 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH oFF RIDGET 12 B B TYP Il'-4' 2ND FLR. I'I'-4' FLR. Bea.,-ICT.�------- --------• ;INT. � ;IN BRG II V-4 3/4' 2ND FLR _---$� 12 ------------_-_-_----------------'-� II II I I 9'-4 3/4' 2ND FLR. FIN. FLR �T------ FIN. FLR 8'-0' BRG. HG7 --_- __-_-----------------------------'� .�8'-0'CLG. HGT. 0 ENTRY - ----- 7'YP. I 21-0. II II SE 0'-0' FIN. FLR ---- --------------------------------- .0'-O'FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407-7744078 WWW.abditI9n9rouP.wm AA #: 0003325 A Zia o QQq� O aUDDIV at IAT: ABBOTT PARK LOT #39 BLK #7 P1EO.T>mCTp 04181.000-39071 MODEL. 4EHB "2605-HAYDEN" GAP-tGR OWDIG: RIGHT PAGE: RIGHT & LEFT ELEVATION "K" 160 MPH EXP. C 2021 DATM- MT 09/21/21 acwr a:1/4'=l'-o" as11= A4K ELECTRICAL LEGEND SYMBOL DEFNITION NOTES -y—{ v I2oV OUTLET 20 AMP SNXX ROLE UOV CUTLET NOV OUTLET N a OIITLlT UIlD To RIrteM OR NOV OUTLET tOUPSO PN°'MD PAUL NTERrTER (TAMPER RESISTANT TYPE, a@ 220V CUTLET (4) YRE CO 410TION UP 1 W ROOF -Wirt r SEUTCM WATCH O-UAY OPER 1t4 SuTCl 4-WAY Of•ER UMLL MCUITED LnWT CEILNIS LI64T © LED CLd UdWr LED VAPOR ©VP PROOF LRSNT OO VP VAPOR PROOF LIONT ORECFOSIO CAN evENT. PAN I CFM PER SD. FT. VIIINT• PAN WILISM I CFM PER Ea FT. VANITY TITLE TBD (ePEDM BY FLmix,2-011LB WRAP ® KReLceMaD> ARDIND R• 2•BLtB WRAP IONT A02110 rINwEACE MNTJ 2' AAnlsawNr 4' PLUOIa/CtNT pp W E� d 4' TRACK LROMT PANEL INA METER OSD. STOKE DETECTOR YIL.d WALL MONM EAtt_ RAOL-I)A LJ SMIOQ DETECTOR 9LmdSLEIY ® 8/GO CAROM mamomm IIFIOKE I2EIECTOI COtO WARC111M �R-CONC-7lD SMALL M A DMTACE Q NOT LEM TMEi 4' FROM U4LL MMANT LOW NATURAL d" OUTIAT ► TELEnIONe JACK WATER WATER TO rR [LNATED DRCONNlCT , AIR CO OITIOIM SEE AMU ON DMCONiCT Two T IO TELEVRION JACK CLLNS ISMTO OJ-80 ISE Su•Pa TIT) N ACICTOMVCE W SOX MARKED AS SUCH FOR TO M MIPFCIUW N CELNO PALLI]MT ACCORDANCE W SON MA.Y SUOI FOR Conn 24' SCA DEOC41W LIONr nIIP nnnnnn !S' PCATCESCENT LOW STRIP nnnnnnnn W, INCIANONOCIONT LIOM STRP BOLO LIOMr RP OPT. "CU ITY IQT'PAD • PJL MMN-BUTTON MRCHIEO UB RT PO • LOCATION OF Tv JACKS 4 PHONE CUTLETS N PANS TO RE VEAloo • NOFEOUNER PRE -CONSTRUCTION METNZ • ALL E A 20 AMP BRANCH CIROUT6 TO M ARC FAULT PRO WTED PER ELECTRICAL PROVIOIONS OF 1= • 20 MONVII& LAIN01111 CIRCUIT. • OPI • INLAND INOT ON IOTCWEN CIRCUIT) • DISWWASIER DUCCFEECT TO M LOCKO)T N PANEL • BATHROOM 1X"dT PAN TO NAVE WON. CAPACITY OF EO CPM INTERMITTENT PER ELECTRICAL FROVRIO IS OF MOTION MOOTS FREE 7Ti1 EDRIbN f2WM). • I.ASDIEY ROOM AND DISIiASIER RECEPTACLE NULL N CI OUD PAULT COCUT-NTEIIIPIER PRDTECTICN FOR FORSONIKL ON FEEDERS • UIRNG METHOD SMALL W NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF Pig{ ED Y202e1 • ALL UICW TO COMPLY WTM ELECTRICAL PROVISIONS OF TW FROM ITN ED f2WAA • ALL LAMPS SWALL HE TS1 OR LIONNTNL MIST B[ EERSY BrFIGIBNT TYPE PER Wf=b Y) 20M. lIA EDR101 RNANAI PA110 I _ I I I 0 I I ROOM i O M0 — I PRE -WIRED CLG FAN C. J 6'•5' r I I L L SWITCH N CABINET i II I OUTLET /TO 2ND FL. OUTLET I I FOR DW r SWITCH FOR VENT I I ', �� % OR MICRO � ---------------- PArr-41' GFI �Fi — I / III P1.Eii III I ' III L' �J III PRE -WIRED FOYER CLG FAN Ilfl /� WP I APB. FOR I `� I GHIYEB I ' PORCH ` L— — — — — — — — — — — — — — — — — — PRE -WIRED CI -Cs FAN r BDR• #i 11 • M KEYLESS FIXTURE GFI ll GARAGE @9 DOOR PREWIRE CAME I \\ BA1'1i#2 I D zBOLLARD AS REQ. PER BLDCA. CODE ---------------------- COACH L *HT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' " I'-0' I I I L I - ---_--__-- LED LIGHTING ® SINGLE LAV. BATH •2 AFIELD VERB "QKKSA1 "' 150 AMP ELECTRICAL RISER OUTLET • 4W AFF. NOT TO SCALE. OPERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COPLY W W ELECTRICAL POOVISIONS OF TW Fact TrN ODITICN r2M201 LOCAL CODED. AND ALL LOCAL FCUER COMPANY REONRB'ENTS. E. ALL CONDUCTORS, SHALL N TYPE tWWNfrW N UNLESS NOTED STIMULI. MOOVDE OO AMP. I O/"g VOLT, I PWASS SR ODAPTF ELECTRICAL SENKE FROVIDE S'1 COFFER fCW N 1-VI" CIA SCEDLLE W PVC CONOUT OR PROVIDE A •2/0 ALUMINUM (AL) N Y' DA W491 ILE SO PVC CONC IT INLEM SERVICE M PRDVDED BY TWO ELECTRIC CO'PANY. COOIO►ATE WRAP THIS ELECTRIC COMPANY FIRM TO IUD, CQ" lNAT. SEMICE DMCONECT SOITCM AND MO AMP 12O?40 VOLT M ELECTRIC METER N NEMA SR EINCLOSI#E I PHASE MI.O PAML tElPRROEt SERVDI INIRIWL'E IRtoR•hE1T CABLEi6EVRICN SERVICE ENIRRCE IROUFFlT NTEIRSOONDNO 1ERMNAL AT LOY VCLTAOE CONI&CTICNS 14 CU SERVICE 610OUb COSEOtED To CONCRETE ENGAGED POOTER STILL PER ELECTRICAL PROVISIONS OF TW FROM TTN EQIL@Ll2i2O1 Sn" DIA X 6 FT LOND COPPER CLAD GROUND ROD vE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-0078 FAX: 407-774.4078 w .abdes4Mgroup.com AA 5: 0003325 a $ m E 0 IP BLTMIV. ABBOTT PARK LOT #39 BLK #7 ItOJMCT# 04181.0 0- 9071 MODEL: 4EHB "2605- HAYDEN" GARAGE !:WINO: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN V.160 MPH ER. C N D 09/21/21 SCALE: 1/4"=1'-0" aliL'ET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP NNaLE POLE IIDV OUTLET IIDV OUTLET NQ d OUTLET RREO TO SRRTOI GPI IIOV OUTLET EORP10 WIOIOD PAUL NTRIU nER (TAMMR RESBTANT TYPE) E@ 220V OUTLET (4) 4101 cO11SICTION �F- �I EM. VAMr4WW G1a7UD FAULT --CF- pRLET NTERVIR SWITCH SINTCN 5-WAY OPER W4 EIUITCN 4-WAY OFER F 0 WNlLMOINTED �,J IONT CEILING LIGHT © LED CL6 LIGHT LID YAPOR ©� PROOF LOW @VP VAPORFROOP LISNr Op REconew CAN VENT. PAN 1 cm PER SO. PT, VDIt' FIN RYLI54(T 1 C7M PER 1ifA Pf. V (eFEc+e pbalm er ® R II- = W4l AROLID (RECESSED) � FLUORESCENT 2•e Le N RKP �� (M��1ICGAN�F7ff�TJ 2'FWOREKIIT 4' PLUOIREGOW p p •-—�r—�•r• 4' TRKIC LOW 0 PANEL Nib METER O SD. erolO OICROTOR eArr_ ISYY-NP WLd�I� 1�1 w 1 "LL HaNTED un_ aeaG1ff 1 al'IOKE DETECTOR WLyd�ElsE CAIEO" MIMM DETECTOR M1ER-OONIGTED ® E'CO D` WRD WALL BE A DISTANCE OF NOT LESS TWEN 4' PRO, auN.L PEDANT I. LIB NATURAL GAS ► TELEPNO! mm IINeEe HUMMER DISCONNECT ra eP [LF•.ATlD AIR CONDRIONNG S!E AN10N DISCO$EC7 TELEVISION JACK CCLNG EON IREW O J•eOK TO U SUMMED, N ACCOOVANCE RF BOX MARKED AS SUCH FOR SKIN mm PAN0.1dNT 10 - SUPPORTED INGEEING ACCORDANCE UP BOX MARKED AS NUCN POR nnna N' NcuDpcaNr LISNR snap Rpnnnn SY NOAIDIaCDR LOW $TRIP Annnnnnn M• NOANDSSCENT LIOW STRIP ry.OiOD LIMIT OPT S[OSlRY O KEYPAD PD. mw-muTTON MR CNFES IMe PORT • LOCATION OF TV JACKS 4 PNOE OUTLETS 4 PAN$ TO m VERIFIED • NOT'EOLNM PIE -CONSTRUCTION MEI RNB • ALL IS 4 20 AMP BRANCH CIRCWTS TO eE ARC FAULT PROTECTED PER ELECTRICAL PlIONA61" OF MM • 20 AMP DEDV:A ftW CIRIXIIT. • GM • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONiCT TO BE LOOKOUT N PANEL • BATHROOM lb "? PAN TO NAVE MN. CAPACRY OF Be CR4 NTEIIESTTEW PER ELECTRICAL PROVISONS OF SECTION tlWU TECR 7TN EORION (DADl1 • LAUNDRY ROOT ATD DIbWABlR RECEPTACLE SHALL BE GROL D FAULT CIRCUR-NTRIN% PIER PROTECTION POR PERSONNEL ON PEEPERS • WIRING METHOD SHALL BE NON METALLIC CABLE FM ELECTIRICiL FROVINONIS OF FeCrR TTN tD rDme1 • ALL WORK TO COM MY WITH ELECTRICAL PROVISIONS OF TINE PBOR TTN m rJ0101 • 4LL LAMR"e eNIAL1 eE APB ...".. e.,. euLDEE A.D �1t OR LIM�ITN6 MINT BE ElR67 ®RIGdT TYPE P!R E�IGIENGT) OLDDm. �Ih EDRIdN dR.l LL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' ° I'-V I I � ( I I I I a I I I I I � I LED LIGHTING C DOUBLE LAV. BATH 1 `° M�m LED LIGHTING Ca? DOUBLE LAV. BATH 3 SEP 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA 5: 0003325 n aaE`ppp� O a F aIMDIV. & LOT: ABBOTT PARK LOT #39 BLK #7 Pnon=T# 04 81.0 0-39071 MODa1. 4EHB "2605-HAYDEN" 0ARA039 OWDIG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C 2021 RINT DA 09/21/21 SCALE: 1/4"=1'-0" srIEET E2 ci FIRST FLOOR PLUMBING PLAN SCALE: 114 • I'-V' i ------------------------J a' vne SECOND FLOOR '' 1� In' PLUMBING PLAN ALE, 1/4 . V-®' I'la' LAI vm MAIN Ea PLUMBING RISER DIAGRAM S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 w .abdeaQMmup.00m AA N: 0003325 J h O 6 sUDDIV. a LOTS ABBOTT PARK LOT #39 BLK #7 PIWJECTM 0418 .000-39 71 MOaEIU 4EHB "2605- HAYDEN" 0ARA0E awtNG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C 3 %\-mNO93W DAM 09/21/21 9CALE: 1/4"=1'-0" axEET 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 &HALL BE CONSTRUCTED OF A VALUE OF NO LE86 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS t MASTIC. AND INSTALLED AS PER PBC TTH EDITION (2020) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL *1 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 'ITH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALL$ SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIPFUBER RETURN! AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE- RETURN TRLNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LKsHT O/A OUTSIDE AIR THERMOSTAT m PASS-TWRU AIR GRILL NOT v ALL HVAC TO HAVE PROPER PANS W/ DRAINS O I ATTIC CEILING O O EXTERIOR WALL PLENUM t y AIR RETURN SUCTION AND LIQUID SECURE STRAP TO CONC, CONDENSER LLV (2)-3/16'X2' TAPCONS UNIT SIMP'SON WB ROLL STRAP AIR SUPPLY y y REFRIGERANT LINES OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT UV (2) 4' CONCRETE SLAB IBXI 1/4' SHT. MTL. SCREWS EVAP. TRAY y T PVC SLEEVE TO LINES BELOW SLAB REFRKsERANT LINES TO CONDENSER UNIT PLAN ��►� CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVED DRAIN, AS PER FBCRTTHEDITION (2020) NOTE, MAN GOND. DRAM 3/4' DIA OVER HEAD • 12' FROM STRUCTURE HVAC MECHANICAL BLDG. CODE SECTION 30T2.4 DRAINS r----------I O I I D1 NTNt 14' FROM OM �ASO VE BEDROOM If2 1� 1 ii i � 12x& I�--------------- ----- -�- I n i II Izxlz Im-----_-- Ri PASS THRU I ------------------- 11----�v BATE[ 42 .,I I )( IQTCHEN ,�R I I I I I I I I I STOR• I I I I I I WH PAN• i=======i� p i I 12X8 SX4 8' S/A \♦ III FROM II ABOVE � jl gX9� II. FOYER III III I I I PORCH SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERbLW C.O. PLUG .. SEE SPEC. BRA" PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED _—WADE 8240-K J08AM 96000 INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/BPEC FLOOR SLAB CLEAN —OUT (TY�PN.� FIN. GRADE OR PAvING 1'-8'X8' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 2)EXT. GROUND CLEAN —OUT (TYPN FIRST FLOOR MECHANICAL PLAN SCALE, V4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 �8 s O Z $ B ypX� O a a 4 m aiJ wiv. & LOT. ABBOTT PARK LOT #39 BLK #7 PROJECT 4181.000-3907 MODEL: 4EHB "2605—HAYDEN" GARAGE BVIDM: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN %,.160,41PH EXP. JU DA 09/21/21 SCALE: 1/4'=1'-0" 8HE: T M1 i '—— — — I --------- SECOND FLOOR MECHANICAL PLAN ,4 . p.m, SE 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesWigroup.c AA #: 0003325 m s� » 0 BUDDIV. ee LOT. ABBOTT PARK LOT #39 BLK #7 P1tOJEOT* 04 81.000-3907 MODEL: 4EHB "2605- HAYDEN" GAPtAGE BWWO: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EV. C 2X4 TOP PLATE F'4�N'1 PRE-FAB TRUSS 1/2' CLCs BOARD 7 IA' DRYWALL ­,__ Tvr SECUREw BTU[ PLATE WU lod O.G. NAIL . • MAX SLAB FIN. FLR PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x(v, WHEN SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. DV SCALE: 3/4'-I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE J/7 2x FASCIA PER p ELEVATIONS TYP. O.H. VENTED SOFFIT I I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 15/8. GYPSUM EM OR V2' W*W STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-43 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL b0 P.T. FURRING — STRIPS • 24. OG, 8' CMU 1/2' GYP. WL. W.- WOOD BASE — 0'-0' FIN. FLR, — a • d • a .a h W/ WINDOW OPENING V DIA SLEEVE DO NOT CUT MPE BOND ISEAM O NOT CUT SOLID GROUT THE BOND W (I)- % _ SEAM (2) COU.YE R_BAR9 9PIPE THROUGH BOND BEAM SCALE. 3/4'4-Sr FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9 SJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG 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 ENGINEERED PER ASCE T-Iry IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1605.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO 5E USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'-1'.0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 2B GAS LINE THRU BLACK vr.r r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WWI ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-04. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY e' CMu CM W LNE 9' III :4 ♦ ♦ 4�� � i OQi�OQ4AS►�i�0�0�1�jQ J�iS ISO. vSRIK:AL TAKJC `OVEeiAD DOOR er oymm s GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' FIBERGLASS SHINGLES ///---2X4 SPF 24' OZ. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBOREATH 9sa5.L1. / • EA END ROOF SHEATHING THICKNESS AS PER 2x BLOCKING BETWEEN TAILS 9 SHEET SNL PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRKaHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD, TRIUSb 8' 2x FASCIA PER AX. ELEVATIONS PER ELEVATION /// VENTED SOFFIT CONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILSUIALJ/ SEE ENERGY CODE FORMS FOR TWIC SHEATHING INSULATION R-VALUES THICKNESS AS PER PER ELEVATION SHEET SNI. SECURE PER FASTENER SCHEDULE 51W GYPSUM BOARD OR 1/2' ON SHEET BNI. HIGH STRENGTH CLG. BOARD PRE-EWA. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT A$ PER MANUFACTURES SPECIFICATIONS W P.T. FURRNG— STRIPS o 24' O.C. 1/2' GYP. WL. SO. - WOOD BASE_ +�/ _ 0'-0' FIN. FLR a d. ° • . ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 °•' a "ITH EDITION, SECTION R301.13 AND 160S.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: 6 1—STORY GABLE BLOCK WALL METHOD BE USED FOR THE INSTALLATION OF ROOF 111D1 SCALE: 3/4•-I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION 16 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04065 TYPE III OR TYPE IV UNDERLAYMENT. v L P 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w .abdaslgngroupxom AA #: 0003325 O a >suaDIV do Lo .. ABBOTT PARK LOT #39 BLK #7 04181.000-39071 MODEL.' 4EHB "2605— HAYDEN" GARAGE ovnxG: RIGHT PAGE: DETAILS 160 MPH Ey. JW FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR WS.U. AS PER FBCR ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG LLD. ER PRE-ENGUM. T ER 24' O.C. MAX LEVATION 24. OZ. MAX L VATION METAL DRIP EDGE METAL DRIP EDGE MATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCB FOR VALUES VENTED 1,-m. O.W. I 8/8' GYPSUM BOARD ELEVATIONS I -m. O.N. 5/8' GYPSUM BOARD SOFFIT 7YP. OR I/2' HIGH STRENGTH TYp OR V2' HKaH STRENGTH CLG BOARD VENTED CLG. DOARD REFERENCE hQ FIRE -STOP SOFFIT bQ FIRE -STOP STRUCTURAL R-4.1INSUL. REFERENCE m STRUCTURAL 4.IINSUL. 6 W WINDOW ATTACHMENT W w AS PER a MANUFACTURES SPECIFICATIONS F STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED � 3/4' T 4 G SUBFLOOR AS PER NAILING 112- THICK2 COAT W. GLUED AND NAILED 1/2' THICK2 COAT --..------- OAT SCHEDULE PORTLAND CEMENT a > AS PER NAILING SCHEDULE PORTLAND CEMENT i w PLASTER APPLIED W PLASTER APPLIED Q DIRECTLY TO w DIRECTLY TO a > W MASONRY m MASONRY m n IX2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R R LEvA ION LEVA ION S/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOA CLG. BOARD - ER - IfIELEVATION 0O FIRE -STOP IX2 FIRE -STOP R-4.I INBUL. R-4.1INSUL. I I > W > W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 1/2' THICK, 2 COAT V2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED IxT P.T. FURRING PLASTER APPLIED bQ P.T. FURRING DIRECTLY TO STRIPS • 24' OG. STRIPS • 24' O.G. MASONRY 8' CMU DIRECTLY TO 8, CMU MASONRY 1/2, GYP. WL. BD. I/2, GYP. WL. BD. IX2 FIRE -STOP Fr WOOD BABE IX2 FIRE -STOP WOOD BABE a, a W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STOGY FIRST FLOOR BLOCK SECON FLOOR BLOCK SCALE, 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www,abdesigngroup.com AA 8: 0003325 s� C F >lulwiv. do LO .. ABBOTT PARK LOT #39 BLK #7 PROJECT* 4 8 .000-3907 MODBLA 4EHB "2605- HAYDEN" GARAGR SWINO4 RIGHT PAGE: DETAILS 160 MPH EXP. C lP12 3 A. N DA�1E, 09/21/21 aCAL.E: 1/4"=1'-O" aTiZZT D2 7GLM 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V IA' X 6' J-DOLT W/ 4' MN EMBEDMENT W/ Y X 2' X 1/6' WASHER 4 NUT OR All (2) V2• X S' ANCHOR BOLTS WV 4' MN. EMBEDMENT WV 2' X Z' X VS' WA61ER 4 NUTS ®I I/4'�TI,PC�NW 1 V2' EMBED, 6' Or— A- END DIST, 1 1/2' EDGE DIST. X T X Vm' WIAbMER 4 NUT. fU WTMNIN S' OF TOP, fU UNT14N V OF THE BM ® (!) EVELY SPACED. ®1 I®r MOTS& ALL ANCHORS SMALL BE N ACCORDANCE TO MANFACTVIER'S INSTALLATION NSTRUCTIGN6 WERE SUCH MTRUCTION6 ARE MORE STRStlENT GARAGE DOOR 1 BUCK ATTACHMENT \ZV4U16 W.P. ,' 6' GMU IR' I'X4' P.T. DOOR DOOR 1.4 PT. OR 6/47(4' MN SECURE THRU FRAME 4El EXTEND 1.114, INTO NAILER BLOCK WV 3/16' TAPCONS MN SHANK 84ZE J4S CASING MN HEAD SIZE 3" MN EMBEDMENT W/4- WITHIN S' OF EACH END JAMB OR WINDOW 4 W' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. 614M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" WINDOW TO BLACK +3/4" OR +5/4' 2X4, m SECURE TO BLOCK WV 3/16' TAPCONS (MN 6HAMK SIZE l46 MN 14EAD SIZE 300 MN @1BEOMENT 1 V4') WITHIN W OF EACH END 4 W' O.G. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3A8' TAPCON6 (MN 6WANK SIZE .Wb MN HEAD SIZE 300 MN EMBEDMENT I V4') 6, CHU WITHIN A' OF EACH END 4 W OD. MAX SPACING. V2' DRYWALL 2X66 ® ❑ MX4' 6ECUIQ TO BLOCK P.T. NAILER IU 3/16• TAPCONS DOOR CASING MN SHANK 61W .LID MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 W' OG. MAX SP'C�' DOOR JAMS OR WINDOW ATTAC14 TO 2X PER MANUFACTIRE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB fOO NOT EXCEED 1/47 DOOR JAMB TO BLACK +1 1/2" /:1wIND0W TO BLACK +1 1/2" D ' 2X4, m SECURE TO BLOCK WV 3AW TAPCONS (MN OWANK 61ZE JO MIN. HEAD SUE JIM MN EMBEDMENT 1 VA.) WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X6, SECURE TO BLOCK 1113/16' TAPCONS MN SHANK SIZE .14E MN HEAD SIZE JIM MN EMBEDMENT 1 V49 WTHN S' CP EACH END 6' ut1 4 W' OG MAX SPAC61Cx 1' DRYWALL VX4' SECURE TO BLOCK W/(2) W** TAPCONS P.T. NAILER (MR SHAW SIZE .WE T/W' Ohs. x 4' PIN. MN HEAD SIZE 300 MN EMBEDMENT 1 IN•) DOOR CASING UT14N S' OF EACH EMD 4 W oJa nAX SPACING. DOOR JAMB OR W14DM ATTACH TO 2X PER MAMFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +1 15/18" nLnW To BLOCK +1 35/18" 2X4: m SECURE To BLOCK IW SAW TAPCONS (MIN. ON" SIZE .148 MN HEAD 812E 3" MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 I•' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BB 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THMO1214 NON-STRUCTURAL WK2) SAW TA'Cl" 3A6' TAPCON MN 1414' (MN SHANK SIZE J46 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 111 WITHIN S' OF EACH END 6' CMU 4 VI MAX SPACING. V2' DRYWALL 2x8, ® ❑ 680lIM TO BLOCK I-X4' WK2) 3/I6' TAPI PT. NAILER MN SWANK SUE J45 DOOR CASING MN MEAD 612E 300 MN BIONDI 11149 WITHIN 6' OF EACH END 4W 01 MAX SPACM. DOOR JAM OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +2 1/4' r11LIND0 TO B +E 1/ ' U 2X4, BE SECURE TO BLOCK W/WIS' TAPCON6 MN SHANK SIZE .Wb MIN. HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IS' 04. MAX SPACING. 2X6, cm SECURE TO BLOCK W/(2) 3/16' TAFCONS (INK SHAW SIZE J43 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITWN 8' OF EACH CND 6' CI'U 4 W' Or- MAX SPACN5. V2' DRYWALL 1X6, CEO ❑ SECURE TO BLOCK 1'X4' UV(2) 3A1' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MIL EMBEDMENT 1 111 WITHIN W OF EACH END 4 W' O.G. rtnx SPACING. DOOR JAMB opt WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" %)f1NBOf To_91.p1'r sa" 2X4, BE SECURE TO BLOCK We 3/16' TAPCON6 (MN &HANK 612B J48 MN NEAR SIZE J100 MN EMBEDMENT 1 111 WITHIN 6' OP EACH END 4 W' = MAX 6PACING. NOTE. STRUCTURAL 2X MUST BE 2x6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TW RODUGH NON-6TRUCTURAL WK2) 3/16' TAPO" 3/*' TAPCON MN 1414' fMN 6NANC SIZE .M5 EMBEDMENT INTO BLOCK MN MEAD SIZE 300 MN EMBEDMENT I V49 WITHIN 6. OP EACH END 6. CT•U 4 W = MAX SPACING. V2' DRYWALL 2X6, cm 1'X4' SECURE TO BLOCK P.T. NAILER UW(2) 3/K' TAPOONW C.46NCr MN SHANK SIZE J46 DOOR MN HEAD SIZE 300 MN EMBEDMENT 1 V49 2ND 2X SECURE TO STRUCTURAL WITHIN S' CF EACH END MEMBER WK2A2d WITHIN 6' 4 W' = MAX OF EACH END 4 6' TO 6' Or— MAX 6PACNd. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMS KAMPACTUIE8 DETAILS. JAMS CDO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" 2X4, m SECURE TO BLOCK W/ V4' TAPCON6 (MR SHANK SIZE J45 MIN. HEAD SIZE 300 MN ZMBNOMENT 1 114•) WITHIN S' OP EACH END 4 W' OL. MAX SPACING. 2X6, SECURE TO BLOCK WI 114' TAPCONS (MN SHANK SIZE .INS MN HEAD SIZE 300 MN EMBEDMENT 1 V49 U714N S' OF EACH END 4 W 01 MAX SPAI 2X6, SECURE TO BLOCK WK2) VA. TAPCONS (MIN SHANK SIZE JAB MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 W O:C. MAX SPACING. S' CH U ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' OAS. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3 7/15" �� ■ TO HIACK +9 7/16' 2X4, m SECURE TO BLOCK W/ 1/4' TAPCONS (MN SHANIC SIZE J48 MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 B' OZ. MAX 5PAI 2X6, SECURE TO BLOCK WK2) I/4' TAFI (MN SHANK SIZE J45 MN HEAD SIZE JIM MN EMBEDMENT 1 V4') WITHIN W OF EACH END 4 W' OL. MAX SPACING. 2)m CEM SECURE TO SOCK W(2) V4' TAPCONS MN SHANK SIZE J46 MN HEAD 61ZE 31 MN EMBEDMENT I I/4•) WITHIN W OF EACH CND 4 IS'Or— MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED TWPODUGH NON-STRUCTURAL 3/16• TAPCON nN 1-114' EMBEDMENT INTO BLOCK L_y S' C U V2' DRYWALL ❑ I'X4' P.T. NAILER I' P.T. X 41. Y� DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURED DETAILS. NOTE, SHIM AS NEEDED TO III JAMMI (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" /.1RINDm TO BLACK +3 3/ " n U 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.com L AA 0:0003325 IPA I re o m O LlMumly. a LO. ABBOTT PARK LOT #39 BLK #7 PLROJECTp 04181.000-3907 MODZ%a 4EHB "2605— HAYDEN" CAPtACE 8 IMO: RIGHT PACK: DETAILS %160 MPH W. C AS. NO DAM 09/21/21 LSCAL.E: 1/4"=1'-0" LSIi ZT D3 SE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL Ji MANUFACTURER CATEGORY DESCRIPTIONCODE VERSION EXPIRATIONDATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 104465 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 12/8/2023 .5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 .4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 .3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 .E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 0 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23J2023 E 12SO2.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 .9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 .1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 .1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 .1 AMERICAN CONSTRUCTION METALS WALL PANEL$ EXT. SOFFRS 2020 FBCR 3/2/2030 .2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 31/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS&DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & OOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678­115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS B'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA•TRU EXT. DOORS 6'-8"SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0"SWINGING EXT. DOOR w/SIDEU7E 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single IRe EXT. DOOR 2020 FBCR 32/31/2023 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15236.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 IOMANCO, INC. ROOFING ROOF VELAR 2020 FBCR 10/4/2025 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 LAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30330.1 TKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T 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.FLORIDABUIIDING.ORG CONTROL DATE: 08/16/2021 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.8078 FAX: 407.774-0078 www.abdesigngroup.com AA 8: 0003328 Y O i?VSDIV. Alt LOT, ABBOTT PARK LOT #39 BLK #7 PROJH7CTd1 04181.0 0-3 071 1tODSL• 4EHB "2605-HAYDEN" awiewOa swtxo: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C 202 Dw� 09/21/21 arsisaT D4 FASTENERS PRROItl'ED CONTROL JOIN PLAINS- OF CONTROL JOINS Td BE ULA TIED TO LATH • B' Or— MAX EVERT.). NODE, DO NOT FASTEN CONTROL JOIN TO WALL EVEN IF STIR EXISTS BEYOND EXCEPT STAPLES IW MAY BE USED TO TRIP BECUIR[ CONTROL JOINT NSTALWTION ------ FASTENERS TO BE SPACED as1. O.C. MAX VERTICALLY I )' TMICIC I COAT CEMENT PLASTER WRB LAYER 4, FOR.IPIBER BUU.DING PAPER APPROVED METAL LATH FASTENED 411' (VERTJ Or— MAX AT SUPPORTS 4M LAYER V. STUCCO URAP HOOD 614CAT14NG l y to 7• LATH SMALL NOT oYtr nIN BE CONTO&J US .•roe• .•To.• THRO" CONTROL \ n JOINTS ISO SMALL DE STOPPED AND TRIO AT EACH SIDE. PROVIDE 2X4 DLOMW. PER ASTM CI®SI \ PLACED FLAT MAX. W TO S' CONTROL JOIN FALLS CN FAST ENERS NERS FOR LATH TO DE NAILS ORS / / STRUGTUtAL STIR STAPLES IN COMPLIANCE Illy ASTM CI®sS 7. WRE TIES TO DE (NO. IS) 00415UNA / +� I. BLOCKING SHOM MAY Be N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLFOLD IAWO.FT.A OP R.A NWMIp. L L1MAK . Pt. R F. CIGAIN . I.T. C 6""" 17141E OtPOLD NWIO.Pf.A .OLD • OLFDLD NWIO.PI.A L GRAa! . PT. N . E A. OIRAR. C 4. PQW Pr. C OAR PT. R Tel "I. C TaaOM EOTTOM FL A11" y AT+ IWT(QO eNTWe T1a11T II/AL FOLD. m "a cut. ]' THICK I COAT CEMENT PLASTER (PRA'RA Vr 2 COAT CB•IDO FLAVOR (CIA WRB LAYER a, FORTINSER BUILDING PAPER (FRAM. oar) WRB LAYER at STIICC'O WRAPDRRR OLY) LP LAYWO OF EWL.DNS ttRP O.�t/Y�LNG Rp.YtlR, STOP NR1aL7{7lRA'r � FIYN7 oR au FASCIA WRAP FALL 0.44HMa L-OYT PW14M (M tll>as ►tlTALL " FI.ARIatl AT I0011MM OF ROM A NOT[, APPROVED BUILDING UARAP !MALL DE LAPPED A MNMIM OF S' a VERTICAL LAPS (ROLL ENDS) A S' It HORIZONTAL LAPS, ALL GRAMS NEED TO BE TAPED WTM FORTIBlR SMEATMINS TAPE / r nN Lv . reTu uTu \ LATH VERTICAL LAP TO DE I' METAL LATH Uto LAYER'(, STUCCO URAP ••nM R Ar WiLloVilolY / WIND LAYER 4, FORTFIBER DUILDNS PAPER I I 2 SCAEE I!!'.. LAP ® KICKOUT DETAIL OR bLAPS GP METAL PLASTER DARES SMALL DE SECURED TO FRAMING NEMDCRDe THEY SMALL BE TIED WTUIIEN WRPORM UTN 00415-N. (121-MM) UIIRE AT INTERVALS NOT MOTE THAN S' (2M-MMA AS PER ASTM CIOSI. FOR REPAIR OF TEARS N URB LAYERS, TEARS MAY BE PATCHED UVHOM WRAP TAP! PER MANIF. SPEC. optPEEL A STICK z WOOD "ATI DUILDI PAPEF STUCG UAW LAYER 4, STKCO WRM WO LATER 4. FORTRBER BUILDNS PAPER FETAL LATH 6S16' SWLP-AD 490JM M EMORRANE PLAIIIMM OVER 4W* SELF -ADHERING MEMIONA E FLASMNG OVER APPROVED WOWS ~. :NTO PIPE ]' TMIr7( I COAT CEMENT W CONT. DEAD CP SCALANT PLASTER "TALL APPROVED M011OgtAP AIR FETAL LATW INFILTRATION Ek#JUWR OVER UPI@ LAYER 9. FORTRISER BMEATNING DUILDN6 PAPER BLASTOMERIC COATING OVER STUCCO) C.v. PMBM !SE! T1T WALL SCGTIOW STUCCO LLRAP LOW GMSATMM SECTION RS c Io Ban r � Exterior use of tlard oemef( plastershall complyth application r.q.emee.fASTM C92618b. Installation of exterior WhIrq end frem'rg \ J\ Hell eom ply with ASTM C 108&1 Sa, er ASTM 1787. 4114' SELF-ADFNtlNS FLAGIRM (OMIRATIBI P OR LESS PIPE F49ETRATION CUT AND OVERLAP ONE SDE OF—/ SELP-ADMERING MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB < TAPE OVER ROOrA11ALL 9-CREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.B. N.T.S. 4• TRAT ION 6. STEP 02 TAIL (F LEGEND URAP MATERIAL) OVER 4'x4' SELP-ADMERINI MEMBRANE PLASMNG OVER APPROVED MOUE! WRA1P. PLASNN6 TO EXTEI� OIlfO PIPE MIT AND OVERLAP ONE SDE OF SELF-ADHlRNS MEMBRANE FLASMIK DRAINAGE PLANE (WRB LAYER IN, STUCCO WRAP) WRB LAYER "2 (FORTIRBER...... —'—'— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/1ro° ZIP WALL SHEATHING 5ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bill"Wrtg(o up.com AA #: 0003325 Yn s d r 1lpypy� C >lUNDIXV. Se LOT: ABBOTT PARK LOT #39 BLK #7 PROJECT# 04181.000-39071 MODELT 4EHB "2605-HAYDEN" GARAGE >:MINO., RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DIA 6 \MNO91 DAR� 09/21/21 SCALE: 1/4"mc f —0" silo= WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECAJENCE OF FLASHING TO BE, X: I. BOTTOM. 2. SIDES, 3. TOP VENT CAP 18 TO BE SET M BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO 6E j TOOLED 60 A& TO DEFLECT WATER AWAY FROM JOINTS. .X:: E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL 1• JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO X CAULKRJG 0 JOINT OALNL ALLLSSIINDDES, PER SECTION E Ilw1or hMng and pinteAno BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92618b. 1 Installation of exterior lathing and framing shall comply with ASTM C 1053-19a, or ASTM 1787. WRS LAYER 01, X. STUCCO WRAP HOODED VENT TWICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r SHEATHING IFIBER ING PAPER G� UCTION --METAL LATH a' CMJ VINYL CASING BEAD 6' RAISED BAD J6' TO )j' MID•uIALL WEEP SCREED a 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MAWNRY BEFORE APPLYNG Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED VSTONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1!h" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF / WOOD SHEATHING FLASHING: WRB LAYER PI, UNIT STUCCO WRAP F6' PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIFIBER BUILDING PAPER SEALANT is TOP SIDES THICK, 3 COAT CEMENT PLASTER 0DRYER VENT (BLOCK) ��P MISCREEDD-WALL WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING a' CM BUILDING PAPER OVER 'QUICK WOOD FRAMED _ _ _ FLASH' I— 7 WALL HORIZONTAL WEEP SCREED •' ' PIPE THROUGH / WALL ( FRAME TO FRAME) 6' SELF ADNESIVE— FLASHING (INSTALL PER MANIF. SPECS.) BUILDING PAPE'. UNDER 'QUICK FLASI A1VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO ,4r= i IV ICLC..LIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD Y\ 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 -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT TWAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR DOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHIWx HOUSED R.AP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD BREATHING .. LAYER 9, STUCCO WRAP WRS LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • V OL. MAX V TO Jp MID•WALL eYRe_ MP M &'WIDE STRIP SELF ADWE61VE FLASHING, CLEAN MASONRY BEFORE APPLYNG V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK S' WRB LAYER 91, STUCCO WRAP WRB LAYER 01, STUCCO WRAP 9 APPLY 60 MIN GRADE '0' FELT SELF -ADHERING MEMBRANE FLASHING _ OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP U1R5 LATER 02, FORTIFI15ER BUILDING PAPER 5TEF 1*3 5TEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH �+ �J STEP 05 STEP #6 (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeelip4mup.com AA N: 0003325 s� AN SR o � 5 aUNDIV. a LOT: ABBOTT PARK LOT #39 BLK #7 PRDJICCTSI 04 81.000-3907 MODZU 4EHB "2605- HAYDEN" GARAGE a11111INO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH C 2 P 241 DRINT A 09/21/21 aCALM 1/4"=1'-0" aFIEET WA2 WOOD 6H CONSTRUCTION 3i HAT CHANNEL' 'TYPE 'X' DRYWIALL Fw-OD SHEATHMG WRB LAYER 9, STUCCO WRAP THICK 3 COAT C PLASTER WRB LAYER 9,_( STUCCO WRAP �v AMICO AM66-UFW:-16m CUSTOM CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL. ® CANT. SCALE: 1 V2'-I'-V' Exr. UX= FRAMED WALL WRB LAYER 01, SU6-FLOOR OECKJNb STUCCO WRAP WRB LAYER 02, FORTIFIBER PRE•ENGV TRUSS — BUILDING PAPER ME "N6TPn.6 THICK 3 COAT CEMENT WEATNER�IN PLASTER WEATHER RE6167W _ W SAP.. TOP OF WEEP SCREED pARR�fE,It TO SHEATHING BEHIND WEEP SCREED ��CK3 CAT w'''�^'� VARIES / v 4• POSITIVE DRAM METAL LATH 4' R arwon —_— WOOD 6FEATHI+G EXTERIOR GRADE Yi GAP FOR BACKER 6' SELF-ADHEREING DRY WALL ROD SEALANT —FLASHING WRAPPED • TOP OF WEEP SCREED i' THICJG 3 COAT CEMENT VINYL CAS?W BEAD — TO BWEATNRNG BELOW 4' POSITIVE DRAW PLASTER }. WEEP BCIWEED ( ` _WATER PROOFING bl WRB LAYER 9, uNrruu._LAYER (2 LAYER PEEL STUCCO WRAP (MWOWN FOR CLARIFICATION OF 4 STICK) 69PARATE ACCESSORIES ONLY) WRB LAYER 42, FORTIFIBER BUILDING PAPER 6' SELF-ADHEREMG f FLASHING WRAPPED • CORNER OF CANTILEVER 1 4' POSITIVE DRAM 2 � nee a'-e�emn NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / A5TM C-841-14a, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 02 VINYL CASING BEAD i• THICK, 3 COAT CEMENT PLASTER 5/0' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN YMYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CCNSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER '2 ADf vMYLiQA61WAD 1' THICK 3 COAT CEMENT PLASTER 5/6' TYPELMETAL LATH W/TEXTURE jWOOD SHEATHING FINISH ]' THICK 3NTWEADER SEAM PLASTER VINYL DVINYL CARP. 4' POSITIVE DRAIN VINYL.D new arsean IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION ANTILEVER DRIP EDGE FINISH LAYER l2 LAYER 3' X 3' 26 GAC.4LV. PEEL 4 STIGU METAL DRIP EDGE SET IN FULL BED OF 6' PEEL 4 SEALANT, MIN. STICK .DRIP SPACE FROM M DRIP GE EDTO FACE TO TREX DECK .... FORSEADBACKCR ROD 1 1 $* XI %' P.T. OR SIMULATED f 4 ANT WOOD (TREX) FILLER W CONTOUS WATER PROOFING I&t 1 WEATHER RESISTIVE LAYER (2 LAYER PEEL BANNER9 STICK) WRAPPED FROM .-^ WEATHER RESISTIVE DALCGNY DECK TO '�'0A' BARREN 7 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP 6WB FLOOR EDGE ® 3' X W 26 GA GALV. METAL DRIP EDGE GET IN FULL BED OF I )1'XI % PT. OR SIMULATE f GEALA17,1i' MIN. WOOD CTREX) FILLER GPAOC FROM DRIP CONT FACE TO TREX Yi GAP FOR BACK YINYL CAbING BEAD ROD 4 SEALANT WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL �A�l J' THCIC 3 COAT CEMENT PLASTER METAL LATH SW TYPE DRYW4IL WOOD SHEATHMS WrtEXtuRED 4 PAINTED WEATHER RESISTIVE FINISH BANNER 9 WEATHER RESISTIVE j' THICK, 3 COAT CEMENT DER 7 • PLASTER _E DRAM 4LLEEPwSoCg REED VINYL CAS N5 aEAI5 NO GAP M FIELD (GWOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LUMN SHEATHMG FATHER RESISTIVE ARRIER 9 FATHER RE816TIVE ARRER 4 SAP. \ -EEL 4 STUCK I )6•x3' 'L' FLA614M R)LLY EMBEDDED M ROOF CEMENT I V X 3' 26 C.A. GALV. METAL DRIP EDGE SET IN FILL BED OF I Yi GAP FOR SEALANT OPT. BACKER ROD. - MOONED 9m 3/4 RESILIENT HAT CHANNEL 5/S' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH i' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BANNER 9 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. I ]6'x3' •L' FLASHING FULLY EMBEDDED M ROOF CEMENT IN X 3' 26 GA. GALV METAL DRIP EDGE SET N FULL BED OF SEALANT, )4' MIN, SPACE FROM DRIP FACE TO TREX WATER PROOPMG 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 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 - - - - - VINYL raRIER BEAD) / (SHOWN I -OR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING SCALE' NTS WOOD SHEATHINCW WRB LAYER h, STUCCO WRAP 2x FRAMNG MEMBER J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFIBER 2 1/2, Q2lN&S esen BUILDING PAPER-----,, FASTENED TO SHEATHING ��,;^.,• .:' • 1' O.C. MAX C METAL LATH W��WRAP M. i' THICIG, 3 COAT CEMENT 6 PLASTER —� WOOD SIEATNING &'SELF -ADHERING? METAL LATH FLASHING WRB LAYER -2, FORTIFIBER i BUILDING PAPER 14A CORNER BEAD ® FRAME DRIP GAP WINDOW FLANGE L 2 1/2, CORNER BEAD (FASTENER 4 SPACING a I' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 B�CORNER BEAD � BLOCK VIEW FOR CLARITY) WRB_ LAYER 9, STUCC7 WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH a' TWIGK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP \ �� WINDOW FLANGE 1`JB CASING BEAD @) WINDOW (FRAME, NO BAND q u 1441 N. RONALD REAGAN GLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 0:0003325 o54 C a F sxr=m At LOT: ABBOTT PARK LOT #39 BLK #7 PRDJWT# 4181.000- 39071 1[ODZLa 4EHB "2605- HAYDEN" OARAGZ 8TnNG: RIGHT PAOIC: WALL ASSEMBLY DETAILS %160 MPH W. C 2 PRMT DAM 09/21/21 SCAL& 1/4"=1'-0" 9*IZ= WA3 WOOD SHEATHNG —\ WRB LAYER 'I, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER � METAL LATH IN J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING ---- i FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER W, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH i THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD 0 WINDOW (15CF (FRAME, W/BAND) WOOD SHEATI METAL LATH WRB LAYER'!, STUCCO WRAP WOOD SHEATHING WRB LAYER "2, FORTIFIBER ' BUILDING PAPER i WRB LAYER 41, J' THICK 3 COAT CEMENT STUCCO WRAP PLASTER ; WRB LAYER 02, FORTIF15ER VINYL ANGLED i , BUILDING PAPER CA51AD VINYL C�I�B� •. I METAL LATH J' THICK, 3 COAT CEMENT !EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND (FRAME) SCALE: I I/2'=I'-O' Ya' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER s STUCCO TO SIDING TRANSITION SIDING ':Ii•tC^yk'I� r y'r':•' STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER METAL LATH UM LAYER V2, FORTIFIElER 15UILDM PAPER WGOD SHEATHING WRB LAYER'!, STUCCO UIRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD S IBATMNG— EIIIATFER RlNSTRV! B,ARRIlR '1 U,IATMIR RESISTIVE BARRIER R xX T 1G a SIDP W SlLP-ADIERSYB PLAMINO STARTER STRIP ALVID METAL •rf A-Awm SELF-AD'IERM lLAMIRYi LLEMARRIATNEER REMTIVE 5tPLA914W. BARRIER 02 RESISTIVE4 SIDING TO STUCCO ® BLOCK TO FRAME ,/�� TRANSITION J OALV'D METAL '2' PLASHNG NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-1341-14a, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UAOM TRIZTION ­_ BEYOND WOOD GWUT14NG—� WEATHER RESISTIVE BAIUEEIe •1 !BATHER RESISTIVE BARRIER o xx Xy a SIDNG^\ L�� IqG STARTER STRIP M-AWNS P�-ADFERNG REATFER RESISTIVE BARRIER q TO LAP \ S' MN. ABOVE TOP 1 OF 'Z' rLAGWWA �-BA IT Ot �SISTIVE S BA THEEIt RESISTIVE `TRH j `' MN. ABOVE TOP aF •rA 4SMIPIfi!-z0UQYftrY• X 6'SIMULATED (&W FLEXIBLE, u1aD TRIM MEMBER BACKER ROD)/ I 'SELF-ADWERNG ' RI,PLAGNIM OR APPROVSEA BA WATHER MSMT... W�ERR RESISTIVE WEATMR RESISTIVE !•2 eIAD VINYL CA BARRIER.2 (W W PLlXBL! PVC SACKER ROD) SIDING TO STUCCO WNAT�R0616TIVE ® FRAME TO FRAME TRANSITION 19 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — ----- ------------------------------------------------------------ 4' THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( /�....__ WRB LAYER °2, FORTIFIBER BUILDING PAPER E-ZE-Z BEAD VINYL G�I�VINYL G�I� (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 9, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME WINDOW FLANGE )4' GAP TYP CASING BEAD TO WINDOW ----------------------------- J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING WRB LAYER `I, STUCCO WRAP \ / I \ ` 6' WIDE PEEL 4 STICK X OVER FLANGE E-Z BEAD VINYL CASING2X FRAMING:zj4/= �\\-yl� (W/3'B' FLEXIBLE PVC BACKER ROD) w�+� MEMBER APPLY FULL BED OF SEALANT BETWEEN ,i FLANGE 4 BUILDING WRAP BUILDING WRAP ------------------------------------------------------------------------------------------ � Z BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX: 407-7744078 www.abdeoWngmup.com AA 8: 0003325 n R S m wu=ly. all Loa': ABBOTT PARK LOT #39 BLK #7 PROJECTIp 04181.000-39071 MODRU 4EHB "2605- HAYDEN" GARAGE 8TnXG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E M. C 2 L XN NO si37xi J DATE: 09/21/21 SCALE: 1/4"=1'-0" SP ERT WA4 11119112111, CARE SHOULD I5E TAKEN IN KEEPING THE VENT PRCPERLY 4' 8"AND 10' ALIGNED, VENT PIPE IS SEALED IFUTILIZED. NALNRACE SHOWN IN MGCLVM'EFD USING 1--NAILS AT EACH CORNER. ROOFNGGEMENT SHOULD EEAPPUED TO AUISHNOE EDGES NEARTHE IIEEMMIW ORER EDGE AND AROUND THE ENTRE PERIMETER AS CUT OUT THE GOOSENECK VENT—NG N THE ROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. 812E THE OPENING IN ACCORDANCE WITH THE CCNSTRUCTION ZONES. CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS USED, SEE THE VENT OPENING IN ACCORDANCE V— VENT FAN MANUFACTURES PPNG COJNECTIW INSTRUCTIONS. -, DONCT CUT NTO TRUSSES CP RAFTERS WHEN CUTTING THE OPENING IN THER— REEMMOVEE NTERFER NG SHNOE NAILS AROUND THE PERIMETER OF THE OPENING 8OTHATTHENAI NGFANGE OF THE VENT LAYS FLAT TOTHEFCFENE.ATHNG. SLICE THE TOP AND SOE FLANGES CFTHE VENT UP AND UNDER L— TOM VENT FIANCES W TOLAY SHINGLES, gLLOW ITHGESNGUES THE TOP OF ROOF HOOD VENT DETAIL tiA"I DVRe NAR-NS FLANGE AT J'W" exTob RASLIIJG GJ I' wL.CEI NLL PLB(IELE FLASNNG DO MOT SEAL RI PIN STEP 6 E'PORARLT — "AP J SECURE CUMIIRAP (OR JLK RAJ" UNDER) L MEAD FDLD N AT SLOPE SILL MO. TO EXTERIOR STEP 2 STEP 7 ALIGN PLAAMJS IOU NT. ®GE OF SILL RA M 044MICALLY FASTEN FAMED EDGES.(CAP NA&A STAPLES) INSTALL DUPONT PLE)GIRAP AS R 1LA64NM AT TII PLUMBING VENT DETAILS SCALE, Nro FDE AONISIN - DOGLE RAENNG VIEW DRIP CAP ECT04mw EOIAV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 JB"WIDE VALLEYFVSMNG OFASTNERS WRHN 5Dp CR HEAVER FELT S"OF CENTERLNE ENOROF A`- N UNOERIAYMEM MEND END $H NGLE ASPHALT I AT LEAST I2'6E1'CND � VALLEYCENTERLNE R�BGCi CEMENT "CLIPPEDCPF CCRNERAT45DEGPEEE _ FROM VALLEY CENTERLNE ROOF VALLEY DETAIL SCALE, NTS APPLY aI m to EDUAU SEALANT` J wo APPLED PLAEMNG (LA-= WHITE -SEAL RC-N OR EOUALA SLOPE SILL TO EX L ITTIS THE CONTACTORS MBPCNOWLTY TO VERN( THE COFPATRILRTY OP ALL PRDUC OTS MC IONS MoUMERM. SEALANTS 4 ORLP-APWM04 F.ASMNG MATERIALS USED DIRRO CONSTPoICTICN. 2. INSTALL ALL MATERIALS PER M~ACT PE M WRITTEN SPECE'GATIONS UISEEWL SEALANTS MAY REACT ADVERSELY IF NOT COITATSELt CLEAN AND SEAL JAMB TO BILL JOINTS WTH DOIU It" FOLLOWING COMPLETION OF EXTERIOR RETROPIT WORK � IR SCHEME SHOM SHALL BE MPLEMENTED AT ALL WNDOWB WITH EVIDENCE OF SLATER INTRJBION BELOW TILE WINDOW OPENING SEA VI"EIOR PERMETER OF WINDOW WITH 6EAL4NT L IT ro THE CONTACTORS M26FIONOWILTY To VERIFY THE COFPATIMILITY OP ALL PRODWC» WAACNS OR" OF TO J SELP-ADME RdGI PLASMNG MATERIALS WED DURING CONSTRUCTION. 2. PLADMNG AT EXTERIOR WINDOWS, AND DOOR OPENING& SMALL EE INSTALLED N ACCORDANCE WT14 MANIPAC7UPtOM INSTALLATION INSTRUCTIONS AND APPROVED METMOD U OF PRO R'10EA U N ACCORDANCE WTM PEMiSTItATION MA WAGNI!R'S INSTALLATION AND F.A0100 NSTwcTIONS. VANN&M SEALANTS MAY REACT ADVERMLY P NOT 0"ATIDLL WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, N» 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abd eslgngroup.com AA S: 0003325 LA b D F svBDrv. ac LOT: ABBOTT PARK LOT #39 BLK #7 PROJECTAL 04181. 00-39071 MODRU 4EHB "2605—HAYDEN" GARAGE STIZINNIS RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 3 PmNT DATM 09/21/21 EICALE: 1/4N=1'-0•• WA5 - -- 2x& SUB-BANb T W/I'x4' NOTCH _----------- ---------------- -- END, WRAPPED IN PEEL t STICK METAL FASCIA URAP 1" DRIP EDGE P\ _ FT/S' TEXTURED IFINISH m WOOD I \ 2x6 SUE, BAND 1/2' TEXTURED FINISH ® CMU / \\ METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, I' FROM \\ a --------------- ! WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PLAN A ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\+ DRIP EDGE, I' OFF WALL `[NOT INTO STUCCO) VS' TEXTURED FINISH • WOOD V2' TEXTURED FINISH • CMU METAL LATH .WOOD SHEATHIN63 OR CMU WRS LAYER h, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT '-1/5' TEXTURED FINISH E, J , WOOD, 1/2' TEXTURED FINISH ® CMU 2x& SUB -BAND W/I'x4' NOTCH im END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/114'x4' NOTCH o END METAL FASCIA WRAP RIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL® WALL --,dJ -ROOF CEMENT B ROOF EDGE OMITTED FOR SUB BAND DETAIL® WALL CLARITY W/KICK—OUT 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWngroup.eom AA #: 0003325 h s� N 0 3 Iava>D:v as IAT: ABBOTT PARK LOT #39 BLK #7 PI'DoJ=T# 04 81.000-3907 moDuLa 4EHB "2605— HAYDEN" GARAOM BVnKG: RIGHT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C 3 D TM 09/21/21 SCA* M 1/4-=l'-0" sifz= WA6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE ill" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE VINDOWCDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EINDICATES #5 BAR, UNDICATES #6 BAR, MDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,OOW SF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING BJ CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402802-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021802-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR VNAM1 SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx6 W1.4xW1.40VER GENERAL 3 1!2' 6 MIL VAPOR COMPACTED RUL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO SHORT LONG FM-12x18 17 CONTINUOUS 18" (2) #5's FM-16x18 16' CONTINUOUS 16' (2)#6% FM-20xl8 217' CONTINUOUS 18" - (2) #6's + p-0" FMC-10x18 16' CONTINUOUS 19, - (2)#Ss - VARIES CW-12x12 12' SEE PLAN 12, - (2) #5's CWC-12(12 12' SEE PLAN 12, - (2)#5's VARIES F-24x24 24" 24" 12, (2)#6s (2)#5's TE-1 8" SEE PLAN 8" - (1)#5's -0'�'• FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,6076 FAX: 407-774-4078 www.a bdesigngroup.00m AA #: 0003325 Ls O r, SUDDIV. a LOT: ABBOTT PARK LOT #39 BLK #7 P1to"=TN 04 81. 00-39 71 MODEL 4EHB "2605-HAYDEN" OAVAOE aw[NO: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP C DAPS: 09/21/21 SCALE: 1/4"=V-0" OHM= s1 3 MIN. EACH WAY MONOLITHIC FOOTING oD STEEL REINFORCING IN GROUTED i_ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND — e -- — p v CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ ISPACING REQUIREMENTS GARAGE DOOR L' RECESS �O pp' ¢ •�'. p FM O m 8" CMU WALL FS >W 8" CMU WALL CORNER BARS, SAME SIZE G LARGER BAR I�f IN FOUNDATION WITH 30' LEG EACH q a B' s b f +- 0 , , ' d +. 01-91 AB ' • ° " ' TOP OF SLAB I//�� WAY AT ALL CHANGES I DIRECTIONS v s SO THAT THE STEEL REINF. IS CONTINUOUS a. TOP OF SLAB " •_ • ,.=��. MATCH AMOUNT OF CONTINUOUS BARS •I CURB . ..... • EXT. PORCH SLAB , ' ' SEE SLAB SCHEDULE 4 BAR 4" CHAMFER (1-STORY) .....• " EXT. PORCH SLAB - I• ( 1 VARIES SEE SLAB SCHEDULE TOP OF 4" CHAMFER (1STORY) Il., '"p. LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE /x �:p UNISTS BET AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE 6" CHAMFER (2-STORY) Willi ISOLATION : _ 6" CHAMFER (2STORY) • APPLICABLE z 's SEE SCHEDULE U#747' JOINT(I ERE APPLICABLE) •Tj 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SQE z FORM BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST }° AND BAR QUANTITY AND BAR QUANTRY NUMBER OF BARS (IB. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0' SCALE: @ GARAGE CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3l4"=1'-0' SCALE: 3/4"=1'-0' (1) #5 REBAR VERTICALLY W/ CONIC. w POURED CELL LAP TOP PLATE A MIN. OF 48' c 8" CMU NAILLS, 2I ROWS,, 4C0/C BM. VERIFY HEIGHT ao. g #4 REBAR @24" O.C. 0 CENTER OF LAP 70 OCCUR OVER STUD OF WALL VW PLAN � SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z WALL W/ SYP No 2 STUDS SEE a 0 t� ( PLANS FOR SPACING. SINGLE I 2" CAPPED NEW REINF. BAR 4q I SECURED W/ 2- PART 5 EP OXY. MIN. EMBED BTM, PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY GALVANIZED PIPE o NAIL 12" O/C STAGGERED. n° W/FLANGE BABE FOLLOW ALL MANF. i ADDITIONAL METAL "GONG., REINF. W/ SPECIFICATIONS FOR s� CONNECTORSNOT n .y "xS"#10W*MON b ��, USE AND I REQUIRED WHEN NO 1 8-MIL POLY ETHYLENE PREPARATION OF UPLIFT IS PRESENT. VAPOR BARRIER ON HOLE. z SEE SLAB SCHEDULE w 1 WELL -COMPACTED .II SECURE FLANGE TO a CLEAN FILL TERMITE 1 SLAB W/(4) 1/4" X 21/4" > s TREATMENT SHALL BE TAPCONS `°• Q• OF OF SLAB BORA-CARE (2) CONT. #4 REBAR 4" CHAMFER (1STORY) �r ,r-,- 4 6" CHAMFER (2-STORY) •" ,•' (2) #5 REBAR OPI CHAIRS .a 12" MIN. DEPTH INTO o: 2,000 PSF VIRGIN SOIL OR 95% EQ.EQ. FORE SCHEWLE BAR 512E VIRGIN OR ENGINEERED SOIL h COMPACTED SOIL AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'b" pER vvw ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION o soALE: 3/4'=l41' (NO UPLIFT) LOCK WALL &77= LAP PLATE AMIN. OF4S' AND NAIL W/ led COMMON NAILS,S.2 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/F BTM. PLATE TO BE PT. SECURE ST. PLATE TO g CELL SEE PLAN FOR SIZE AND dd SPACING REQUIREMENTS PROVIDE DEL. TOP PLATE SLAB Will 0d MASONRY NAIL 12'• O/C STAGGERED. 3 ADDITIONAL METAL J CONNECTORS NOT O % REQUIRED WHEN NO 8" CMU WALL b UPLIFT IS PRESENT. POURED LINTEL CONT. (NP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB q' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING +- 0' TOP OF SLABq• 1/2" DIA. SIMPSON S7B2 BOLTS S' MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB SEE SLAB SCHEDULE a . OAR SIZE 48 BAR DIA g z •4 a Z 4" CHAMFER (I -STORY) W/ 112" ISOLATION #3 19, 8" CHAMFER (2-STORY) 16" O.C. VERTICALLY MAX JOINT (WHERE #4 2C APPLICABLE) MATCH STEEL #5 30' 8" PVC CHASE a REINFORCEMENT b. pER SCHEDULE #6 36" SEE SCHEDULE FOR W°D, BAR SIZE THRU FOOTING #7 47' 8" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR BAR BAR 512E PVC CHASE AND BAR QUANTITY PER SCHEDULE G)ILNT�ERIOR ALE:34=,'-D (NO UPLIFT) BLOCK WALL CONNECTION n THRU FOOTING 12 11 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesWigoup.eom AA #: 0003325 0 Co ava0:v. ac LAT: ABBOTT PARK LOT #39 BLK #7 PRDJWT# 04 .000-39071 MODZU 4EHB "2605—HAYDEN" GARAGZ 8WING: RIGHT PAGM DETAILS 160 MPH A C 23 Dw va /21 SCALE: 1/4"=1'-0" aI'IaaT S1.IA S E P FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7743078 www.abdaslgngroup.aom AA M: 0003325 s� A MnDrr 9/21/214"=1'-0".2 TIE VERTICAL REBARc TO HORIZONTAL / ^ f REBAR W/7Q'HOOK GROUTED BOND BEAM � " VARIES PER ELEV. a4 CLEAN OUT REQUIRED FOR INSPECTION TIETVERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 148 BAR DIA zw #3 18" #4 24" n #5 30' #8 38" #7 42' HORIZONTAUVERTICAL � REINFORCING w NEW REINF. BAR sK2 SECURED W/2-PART I EPDXY. MIN. EMBED J g ] 8", UNO a < FOLLOW ALL MANF. zo SPECIFICATIONS FOR I USE AND w B PREPARATION OF HOLE. STEEL REINF. OF BOND. BEAM ADDING BAR TO OqOND BEAM SCALE: 3/4"=1'-0' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #3 lor METHOD 9.4 24 HORIZONTAUVERTICAL #5 30'. REINFORCING #B 4Z 2 #7 4r SCALE: 3/4"=1'-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS �u < D w 8" CMU WALL TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (iSTORY) BAR SIZE 48 8AR DIA W/ 112" ISOLATION 8" CHAMFER (2STORY) #3 18' JOINT (WHERE ♦ #4 24" APPLICABLE) MATCH STEEL #5 30' REINFORCEMENT 8" PVC CHASE W PER SCHEDULE 3g• THRU FOOTING #7 42' SEE SCHEDULE FOR aARQA8312E AND BAR QUANTITY PVC CHASE THRU FOOTING SCALE: 3/4"=1'-0" #5 BARS a v CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 4' TOP OF SLAB ' V. PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C O Q ounDiv. ae LOT: ABBOTT PARK LOT #39 BLK #7 paon CT# 04181. 00-3 07 MODUIL4 4EHB "2605- HAYDEN" GA1-40a BVI NG: RIGHT PAGE: DETAILS 160 MPH ER. C Dw� 09/21/21 sCA=: 1/4"=1'-0" sltz= S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10dx 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 1/2" HDG NAILS, FILLALL 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. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 P8$38, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK O IPTION REMARK tD (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 (ccn SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1)p8 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (i)p5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 0 N 8F8/1 TIOMNB 8F8/1T/OMAB fi 11/UM/Utl rmwn���annn�a�av,o FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" SE 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 6: 0003325 s� o r�r � ffa C F aumly ee LOT: ABBOTT PARK LOT #39 BLK #7 P1to"=T# 0418 .000-39071 MODZ%4 4EHB "2605- HAYDEN" GARAGE BWMWGI: RIGHT PACE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PDA RDFT 09/21/21 BCALE:1/4"=1'—O" 8HEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBARW/ta'HOOK - CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-a' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR SENT AS SHOWN 10 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM Wl STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-a, �J 6� �/ • • F =FILLED W/ GROUT � U = UNFILLED NOMINAL �# OF #5'S, IN 2ND BOND WIDTH BEAM COURSE s MAN p04�� NOMINAL HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-7T/1MAB INDICATES A DOUBLE BONDBEAM 4OF#5'S, BOTTOM AND XFXX-1T�OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/I MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1T,OMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. d WINDOW _�T' PRE -CAST •3114. a WINDOW SILL Z b SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE: 1 vz'=r-a' SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTOL__j STEEL REINF, OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM � SCALE: 3l4"=7'-a' NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A # 6 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH 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 e. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. TYP. 8'k6' '.I BOND BEAM TYP. &N16' Fp BOND BEAM 8x16 DEL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE M BOND BEAM T F W/(1)#S BAR BOND BEAM GROUT SOLID FROM T LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (7) 95 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR �1 Bx8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2.4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SI7 E.145 MIN HEAD SIZE .300 MIN EMBEDMENT i 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 24 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1",) 6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.8 (MIN 2X 3)2-3/10 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" EMBEDMENT MIN, 2-12d PER BLK. EA END 088 SHEATHING WALL RCHWAY FRAMING DETAILS WOODBE"IION FAITHIM KN8 d. =Z' MIN, 2 �' MAX s.=2 t'MIN, 9"MAX �� ?'MIN, 2 'MAX a=} MIN, 2?"MAX 0. =Z' MIN, 2 `MAX s,=2 t"MIN, 9"MAX W2d s, =1 ?'MIN, 2 �' MAX a=t"MIN, 2?"MAX d. -2" MIN, 2 i MAX s. =2 MIN, 9"MAX ' mw s,=1?'MIN, 2}"MAX ea = }' MIN, 2" 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 t' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS INA ROW s = SPACING BETWEEN ROM OF FASTENERS ey = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE N T S. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdes[Wngroup.com AA #:0003325 0 O F - [SUNDIV. as LOT: ABBOTT PARK LOT #39 BLK #7 P1toj=T# 04181.000-39071 MOIDZ l 4EHB "2605— HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS %160 MPH EXP. C 213 DR MA09/21/21 xcAI.E: 1/4"=f-0" *HE= S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)106 x 1 11T 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/ iOd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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. 6. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). 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 Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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 FORALLTRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 3 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 06 (3 X'x5 X") SYP. H174 W/5/6" DIA x 5" 5/S3.1A PT., WOOD POST EXP, BOLT r--------- FIRE I— — — — — — — — J 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW 1 PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFTSTOP III I PRE-ENG. FLR. JOISTS TI II I 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS II II u n II n II II n n n n 11 n n 11 II II 11 II n u It u a 11 n I I I I U II II II II II it u II II II IL II II II II it II II II II II II 13 II II II u u u II II II II II II aulie 1112 111111 It n n u u u n n it u u u u n I.U-. BM1 TO CMU WALL W/ 1 II II II B II II II II 2x4'WOOD II SIMPSDN LDUM/SSDS W (4) V x 4" T 94 HD ANCHORS AND I III II 2x4 WOOD II II II WALLW SYP. NO.2 STUDS II (4)NMIx2)rSDSSCREWSTOB /° u�_ \ it SYP.N0.2 11 n n STUDS u u u a u n I H II II II II II 12" O.C. II II Ill y u u u MGE1 sesa=e= _ vse PR&FZLiTED FLZ JOISTS a 24_O.C. rk -0 u, I II II II tl II I n n n u n II II II I N u It u If II II II II II II II II II 2 ii WOOD II 11 WALL W/DBL II II STUD EAUNDER CH JO ST II u u II II II n II III II II it / DBL STUD � �I II WALL W DBLD. II p IOVIDEII RA Il Tppp�G (I 11 STUD UNDER II ALONG THIS TRUSS AS TO II II E II H JOIST II PER FBCR 3001 S.F. LIMIT AREA T2 12 000 II FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-O" IJOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA If: 0003325 fit, n c o R SUDDIV & LOT: ABBOTT PARK LOT #39 BLK #7 P1toi=Tp 4 0-3907 moDELu 4EHB "2605- HAYDEN" GARAGE BWDFG: RIGHT PAGE: FIRST FJ.C FRAM PLA 160 MPH ♦,J a AW WA NO �3723 DA� 09/21/21 SCALE: 1/4"=1'-0" SIfEw s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WTH (9) 1 Od x 1 z" NAILS TO TRUSS B-12) SIMPSON HETA16 TRUSS ANCHOR WTH (12) 16d x 1 z' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 N NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 ?'NAILS TOGIRDER 1.2, 2. WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3) led GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM —� SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6", 8" x 4'-0" MAY BE ADDED WI 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED V400D TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1-:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ 3CALE 34 GIRDER CONNECTOR(S) SECURE I -JOIST TO TOP PLATE —" W (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE BBB BAp®tBIDCIL TIBpBBB18 4500 3/4"WOODPANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUEDAND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 518" GYPSUM BOARD OR 12" HIG1 STRENGTH CLG. BOARD PROVIDE BLOCKING 12" GYP. WL. BD. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. 4 I -JOIST CONNECTION @ L.B.W. SCALE: 3/4"=1'-D' (NO UPLIFT) NOTCH DEPTH 1/4'D HOLE EDGE>5/8" I, HOLE DIAMETER 2!5'D SGL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE>5/8' BTM. HOLE DIAMETER PLATE < W511 D.L. STUD STUD NOTCHING AND BORING LIMITS 0 scALE 1 yr=r-a' ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 — TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO GIRDER. PROVIDES" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) led GALV. COMMON NAILS. ix2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12, O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP 02 Tx 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) BIDS k x 2 }' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WTH (2)}"x5"TITENHDTOCMUAND(18)SDS }"x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WTH (2)i"x5"TITENHDTOCMUAND(18)SDS j"x3" SCREWS TO GIRDER (EACH TIEDCWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a Zb 2c GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HDG COMMON NAILS. @ EACH END TOTAL OF 10 BERES BACImtNM 7HOINE08 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 1/2" WOOD PANELS 90 2x LUMBER LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 518' A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18) 16d x 2-1/2" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB 4. 5 LVLMOOD POST CONNECTIONS SCALE: 3/4"=1'-0' A - SIMPSON IU51.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 14D0 LBS, U < 70 LBS W/ (2) 3/4"° 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) 3/41 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-10GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W (8) 3/4— WEDGE-BOLT/JAOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 18d GALV. COMMON NAILS TO HEADER AND (2) lDdxi-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER D ATTACHMENT DETAIL SCALE: 6-0" MAX "I"OR 10'-0" MAX (W/OG) MAX., -OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREDLINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND 14) 1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM `-- TITEN 2 ANCHORS MIN. 2" COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE 3/4"=l'-0' tx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 6 BTM. CHORD BRACING SCALE: 3/4"=V-0" PERPENDICULAR TO I -JOIST (2) 2X12 2C MAX. W/ END SYP. P.T. OF SHEATHING IJaST PACING FRONT SEE FRAMING PLANt P. LEDGER r"' tM�w/ IAX. END E LEDGER 6 b BOARD �`r (2) 2X12 SYP P.T. (2) .OLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WAS8 5 12" LEDGER WTH (JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 OR 0M. 24" MAX WI 24" MAX W/ 8" MAX. END SPACING SYP. P.T. OF SHEATHING SEE FRAMING PLAN IJOST IJaST TYP TYP FROM LEDGER x w END OF LEDGER w ' b d • • BOARD 4" 218 SYPP.T. 1/4"X6"TAPCON a'Y bF LEDGER BOARD TO W/ 3' MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTOGROUTED CELLS, 8'ALLAROUND BOLT. 2, SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-T. 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) WTH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE I BOLT SIZE I�I.BNDDWANM CDWA8FACM A DOUBLE SYP 2x8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 202 1 (2) 3/4" 1 B.. 24" O/C MAX A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (I -JOIST) SCALE:-'=1'-0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d C EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0.' TO 30'-0" (1) "X' BRACE 30'-l" TO 60'-0 (3) W-BRACE (1) :X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2. WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2.4 BLOCKING BETWEEN TRUSSES VMERE X-BRACING IS PRESENTAT 4'-0" 0, C. (AT SHEATHING SEAMS) SECURE 2x PT, PLATE TO BLK W/ 1/2" CIA ANCHOR BOLT W Z' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX SECURE GABLE TO 2x8 P.T. PLATE W 12d%8' O.C. MAX CONT. 2x4 SECURED W (2) 10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3bV=l'-(" 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 (F1 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 TWST 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 F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4''=1' 0' cz %d 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosignomup.com AA M: 0003325 d r� Will 0 4n F sumt ►. do LOT: ABBOTT PARK LOT #39 BLK #7 PROJECT* 0416 0 —39071 MODEL 4EHB "2605—HAYDEN" GARAGE SWDM: RIGHT PAGE: DETAILS (I —JOIST) %160 MPH EXP. C 213 pltmT DATE, 09/21/21 acwi E: 1/4"=1'-0" BHEET S3.1A SIMPSON H8 W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON HOW (B)Bd COMMON NAIL A EACH END IJOIST J LVL- PLATE STRAPS W/ tOd x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3l4"=1'-0' 8" CMU WALL REINF. PER PLAN R ELEVATION PER ELV I 2.4 P.T. CEILING NAILER W/ MASONRY NAILS O 12 O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP#2 LEDGER. I SEE FLOOR JOIST LEDGER -SCHEDULE, 10/S3.1A —}" X 6" TAPCONS 8" CMU WALL REINF. PER PLAN PER L VATI IJOIST (SEE FRAMING PLAN) P - ION 24• MAx. (2) 2x4 P.T. W/ MASONRY NAILS a12'OC. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL J SCALE: 3/4"=1'-0' 1X2 FIRE -STOP #8 WOOD SCREWS x2"LONG Q3"OC.; STAGGERED OFF CENTERLINE 314" AS SHOWN FOIST (SEE FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S9.1A SECTION DETAIL AT WOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) ®24" O.C. MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 TO 70P PLATE 5/8" GYPSUM BOARD OR 12' HIGH W/ 1/2" DIA. ANCHOR BOLT W/2' '-"j, A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x414.6 SYP NO. 2 WASHER SET IN HIGH U < 990 LSS W/ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6"MIN. GALV. NAILS. 18d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's W O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 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 0• :o: SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x i 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2)10d's�EACH FILL ALL HOLES, DO NOT USE 10tlx3" 1/2'x9" WEDGEANCHORW/2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10-0"O.C. MAX EPDXY 5-1/2" EMBED. MIN. ® 19' 1 OE3 10b 1 OCi OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' $ TRIAIS SCALE: 3/4"=1'-0' • a• A- SIMPSON MTS-12 U < 900 LEIS W/ (14) 10d GALV. NAILS. • ! B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"0"SDS,(1)5/8-A.T.R. TOHDU4 AND(10) I9'X212'SDS TO POST %Y-TRUSS CONNECTION @ L.B.W. PCBTTOBLABCONNEC11ON `tea `emu SCALE: 3(4"=V4' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 WY 5/8 DIA. x T EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G.10,335 W/ M DIA x 6' EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST, •1 N. RONALD REAOAN SLVD. LONGWOOD, FL32780 PH: 407.774-6078 FAX:407.774.4078 ww W.abdwlgngroup.00m AA #: 0003325 J Y O LlF sUDDlV. at IAT ABBOTT PARK LOT #39 BLK #7 PROJWT# 4181. 00-3 071 HODZ U 4EHB "2605—HAYDEN" GARA0Z BWDrG: RIGHT PALM: DETAILS (I —JOIST) 160 MPH EXP. C 3N DA & 09/21/21 sCAIM: 1/4"=f-0" siucw S3.1B EPW 4 2.1 U <? O O LL 9'-4 314" TOP OF DECK OPEN ' a "a 3'-8" , 4'-4" ---------------------- i -� 39'-8" SECOND FLOOR DECK PLAN SCALE: 114" = 1'-0" I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdmigngro up.00m AA 8: 0003312 1 4 aysn:e. ae LOT: ABBOTT PARK LOT #39 BLK #7 PltOZMCT# 04 8 . 00-39071 UODZU 4EHB "2605- HAYDEN" GARAGIC EWDM: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C N2 pltnn mom*' DATM. 09/21/21 QCAM 1/4"=V-0" 8HEM S 4 LEI N., REAGAN BLVD. , FL S2780 74-6078 744078ng=.,...37'�"03328 33'-3" 0 0 27'- " 23'-4" 184" 11'-2" 2'-4• �n Y fV N N 4 N Y N0181 a 4 LA H El to FF 10'� i 2' " ----------------------- 13'-0" 20'-0" SEP SECOND FLOOR DOWEL PLAN SCALE: 114" = 1'-0" h b yy�� pC Y A F avaD:v ae toa� ABBOTT PARK LOT #39 BLK #7 p�eoJacr,� 4 .000-39071 1[ODaIs 4EHB "2605— HAYDEN" cswiewOa awsxa: RIGHT PACE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C D � 09/21/21 SHaaT FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON META16 WW(9)10d x i 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK D (2) 2XII BEAM SCHEDULE ZaaMM 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 (P-0 WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING MASONRY 3000 Sx18 (1)AS (1)p5 N/A GROUTED SOLID FBI_ B2 MASONRY 3000 Sxe (1)M5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-1T/OMMB 8FSAT/OMMB2 8F8-1T/OM/OB r 4 3 GT 4 a 2.1 8F8-iT/0M/OB 8F8-iT/0M/0B 8F8-1T/OM/OB I---------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = P-0" SEP 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 s 3. 4 6 Mo ISUDDIV. de LOT ABBOTT PARK LOT #39 BLK #7 PROJECT# 4181.000-3 07 MODEL1 4EHB "2605- HAYDEN" OARAOE 8`11IIIID G: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN %160 MPH EXP. C 3 J20 lR�� DwWra" 09/21/21 SCALE: 1/4"=1'-0" SHEET S5 "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 & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M4)B 1661 1T 1T 1TM 1T/OB TYPE LENGTH PLAIN 8/8SOLID TYPE LENGTH BA1.1T MS -IT BI20.1T MAT 812E-1T L22-IT ero1B sttn 1TM 1TM 1Tn0 1TI1B Mgr 8/162T MD2T 6/24.2T GO2T Mzr 3'-8" PRECAST 1436 962 3114 4217 5321 6428 7581 1 T-W PRECAST 689 1024 3'4" PRECAST 1580 35M 4394 5263 6132 70M 24e6 6113 SSW 77o8 9031 10000 15e9 3524 4394 5M $132 7001 4'-0- PRECAST 1085 Too 2305 $13 3945 4M 5507 4'-0• PRECAST 514 763 4'-0" PRECAST 1303 a080 3915 46M Ss26 OM tool 6113 7192 am MY 8751 1383 3M 3815 45M 5325 9079 4'-6• PRECAST 819 WS 1770 2400 3033 3M 4300 4'4r PRECAST 398 591 4'-8" PRECAST 12D7 2502 3375 400 4711 5379 1826 5743 M47 0752 941 M5 1207 2707 3375 4M 4711 5379 5 d• PRECAST 93i 1247 1999 2500 M23 3M 4M PRECAST 411 411 5 4" PRECAST 1018 18M 2374 2944 3513 4064 1319 4400 7109 7342 5780 am�'3" 1018 2278 28M 339e 3961 4064 5'-1w PRECAST 817 1024 1831 20M 250 3009 3470 5'-10• PRECAST 340 339 SAW PRECAST 90o 1400 1971 2443 2015 3367 1161 3893 5877 am am s77a m 2M 250 3107 30M 4133 w4r PRECAST 692 1139 3227 3031 3707 4363 5081 8' 8' PRECAST 410 727 8'-0 PRECAST 836 1201 1578 less 2332 27M 1130 3227 4508 7054 t00DD sea 835 M 2320 2M 3251 3712 r4r PRECAST 570 on 249E 2206 2M 3191 Sees rib' PRECAST 303 534 T4• PRECAST 71e 90o 1181 1402 1743 2D25 ON 2406 3406 4864 70e7 8472 727 16t1 202b 242E 2e27 � r-e PRECAST 428 an INS 22D4 2481 2919 2821 9'-C' PRECAST 192 384 9'-C PRECAST 454 see m 948 1120 13110 639 1074 2M 3081 4099 4899 572 1918 1643 1969 2164 2519 10'-8" PRECAST 388 497 1247 1767 1904 2163 2028 10'-0• PRECAST 151 301 1174r PRECAST 356 468 612 765 666 lo42 1107 t897 279t 3222 3794 604 1t80 1472 1793 nto 19e9 11'4" PRECAST 330 644 1312 1742 2252 280 3890 11'�• PRECAST 132 417 11'4• PRECAST 430 405 830 an 777 872 644 1312 1742 2262 2BB9 3622 468 1042 1972 1943 1470 1710 12'-0• PRECAST 308 507 1210 1590 2048 2586 3191 120 PRECAST 111 370 12'-0" PRECAST 383 Sae 470 667 an 783 607 1210 76e8 2048 1686 3171 440 940 1300 1680 1314 7476 13'-" PRECAST 270 433 1045 1305 1732 2167 25M 13W PRECAST 82 298 ITT PRECAST 1 308 303 383 484 575 645 414 1045 1386 1T= 2318 2806 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 388 m1272 INS less 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 300 443 528 809 300 m 1272 1606 1950 23M 378 717 get 1192 975 1133 W-B" PRESTRESSED N.R. NR NR NR NR NR NR 1N4r PRESTRESSED N.R. 283 14'-8• PRESTRESSED 239 422 we On 746 Me 458 1079 1420 1824 22T7 2712 246 an 9B0 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR 15-4• PRESTRESSED N.R. 252 15'-C PRESTRESSED Z30 GIs 412 2 —NR 1014 1940 1703 2118 11 2513 230 616 900 90e 14 1134 135 1963 1672 17'4" PRESTRESSED N.R. NR NR NR NR NR NR iT44• PRESTRESSED N.R. 183 1T-4• PRESTRESSED 197 328 US 451 597 680 300 Us 1121 1413 1730 2047 192 506 720 501 1135 1312 19'�• PRESTRESSED N.R NR NR NR NR NR NR 19' 4' PRESTRESSED N.R. 148 19'�• PRESTRESSED 162 208 348 430 M 595 235 736 950 12DO 1467 MG ISO 420 an on 950 1o99 21'�" PRESTRESSED N.R.21'4• NR NR NR NR NR NR PRESTRESSED N.R. 125 21'-4• PRESTRESSED 142 210 308 391 454 527 180 698 us 1008 Iles 1488 142 979 bS7 890 818 943 22-V PRESTRESSED N.R. NR NR NR NR NR NR =4)" PRESTRESSED N.R. 118 2LV-W PRESTRESSED 137 22e 200 350 428 497 165 550 784 992 1203 1361 137 358 513 669 779 900 24W PRESTRESSED N.R. NR NR NR NR NR NR 24'-0• PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 248 30Z 380 418 129 460 654 824 tau 1147 124 1 319 1 455 1 Set 1 6B7 I 793 - ALL VALUES TAKEN AS THE LESSER FROM •SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,5078 FAX: 407-774.4078 www.abdesWWoup.com AA #: 0003325 Im 0 1 I! fill sUDDIV. Go LOT: ABBOTT PARK LOT #39 BLK #7 PIlOJ81CTt11 4 81. 00- 071 1[OD16L 4EHB "2605— HAYDEN" GAII:AGE 9WVWG: RIGHT PAGz: SAFE LOAD TABLES 160 MPH EXP. C SEF11312021 ROLAND A ABOUCHACM AR NO 9WM , DAPS: 09/21/21 sCALE: 1/4"=1'-0" 82lz w S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/(9) IDdx1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2A 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LOS SHALL BE FABRICATED W/ A 2.6 STM. 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 SZE & BASE PLATE OR MARK DESCRIPTION REINFOREM CENT REMARK WD-1 4-(3 9"x5 34") SYP. HTT4 W/5/8" DIA x 5' S/S3.1A PT., WOOD POST EXP. BOLT L------------------------- I ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngroup.wm L AA N: 0003325 s� rs o O 0. SUNDIV. INs LOT: ABBOTT PARK LOT #39 BLK #7 Plt0n=T# 041 1.000-39071 HODMU 4EHB "2605- HAYDEN" GARAGE DWMG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C 2�21 DATM 09/21/21 SCALE: 1/4"=1'-0" SiIEET S6 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.80) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C. RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (40R0).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN 4' R GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH CA. I TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1I7 0131 F1807 K 170,000 NG ((11I6--20 RINGS RSRS-03 8d RING SHANK, 2 31V 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK PNEUMATIC 23/8" 0,113 F1887 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" o O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 1. BUILDING LENGTH 1. ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6.O.C. IN FIELD ZONE 2e, 211, 2,'. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 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 H 2® yo Ba RING SHANK GUN NAIS 0-C. TOP A BOTTOMEDC£S TYP. EXT. SHEATHING ATTACHMENT ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE ENO FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O. C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 6 IN RING SHANK GUN NAILS a SEE "ROOF SHEATHING ATTACHMENT' m o TABLE FOR FIELD SPACING ze 8 TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 2" DECK SCREWS 0 6'-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED 0 o SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING �e TYP. 3/4" TOG 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 DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CoNCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC 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 DRAW NGS. FOLLOW WRITEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE HI 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-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psi 20 pV TOP CHORD non -concurrent 10 psf BTM CHORD no -current DEAD LOAD DEAD LOAD 18 PM TOP CHORD 20 psf TOP CHORD (7 psf Nd ASPHALT SHINGLES) (10 paf W/ W GYPCRETE) 10 PST BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 2Dpsf, 14481TABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARDINFILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40Psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAW NGS SUBMITTED WITHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE 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 CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 P31 REGULAR WEIGHT FOR FOOTINGS, AND SLAB ON -GRADE 3,000 PSI REGULAR VVEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAJOMUM AGGREGATE SIZE SIALL BE 31C. 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 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGRIXRJD WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NO STRUCTURAL USES RATEDSHALL BE TO TREATMENT: UM PSTR FORMWORK HALL BE TREATED FOR ANY CORROBIDRA ETETTRA EDRALN(DOT). WOOD FOR UC URAL USE THAT SHAA 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 WTH ACI 347 LATEST W/ 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 2D20, 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 STRUCTURALDEPENDNG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND NDOD COLUMNS WTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #Y2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 054/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED T-0.00, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AOISA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" #5 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIEDTO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES VMEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS R THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED NA SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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 SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THESPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL SE ASTM A36/A36M, Pj = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500tA500M, GRADE B, P/ = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/1`3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-0FF-TEWLT METHOD. CONCRETE SHKL COMPLY WITH ALL THE REQUIREMENTS OF AC1318 AND ASTM C94IC94M OR MEASURING, MANG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JEOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SIALL BE TIME4TAMPE2 WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM:Mf31 WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON TEE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THEABOVE REQUIRED CONCRETE COVERAGE OVER REBARSHALL BE AS FOLLOWS A YFOR CONCRETE CAST AGAINST AND PERMANENTLYEGIOSEDTO EARTH(FOUNDATIONSt B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1/2 FOR 05 AND SMALLER 2 FOR #5 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BEDESIGNED AND FABRICATEDIN ACCORDANCE WITH THE "NATIONL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTMA446/A446M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPIA4, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 SO: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES RAVE BEEN BASED ON ASCE 706 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A-GAnON Siff 1. SPA.H. REMARM8 APPUG m film TYPE SR1gNG REMApx3 -P-RRING TO GASEHARD@1E _ -111/S LONG. OMAOE DOCK BI!q( TO RASDNRYIOONC. H'OA NO�N MA60MtI EMBEMA6011RY/GONG. 1DIET6GOpK. rE' IXT DOORSOfSE HARDEHEDCOIL S'o0 WINDOW9WIXLFASTENEO OMOOEDOOR SN-K ORIFOIC EXPANSION BOLT 816"ON.SEO., <' ENDpST., x T, SEEN01E6 NAIL NYC LONG. 3TAGOSR. IMOMASONRY INC. TO M4�MrvICON4 ]p_01TDW 3'EDOE q3P. wINOJWBUCK GMEHARDENEDCOIL S.- WIWO DOOR)-T.. METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1. PT, SEEN 6 NA 11ff'L0NO. STAGGeRED INIOMASDNRYNONC. ...NRYICONC REQUIREMENTS E. SNAG DOOR GGp3_ "TAPOJN' ITO. MBEGS"END. OF BUCK 3. PT, SEE NOTE6 WASHER FASTNER 16 OIST.,11R"EDGE-T. T TWINDOW .-RA1.1- a"OTC <"END. DI6T.11? PO STEEL CCL..9E£ W/ WA91ER STAGOQtEO DOE O44l. NOTE6 NOTSEI 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ NOA 3. ALL FASCA 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 NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS VIDE OR UDDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.ebdesigngroup.com AA #: 0003325 O fee! G aunDiv. Ae LrOT. ABBOTT PARK LOT #39 BLK #7 P1toamTo 04 ,000-39 7 MODZU 4EHB "2605-HAYDEN" GARAGE aWMxG: RIGHT PAGE: DETAILS 160 MPH EXP. C 202 ROIJW A ABOUC ACRA L AR NO 933723 J DvmcT ATIL. 09/21/52'1 MICALIE: 1/4"=1'-0" omzzT S N1 FASCIA WOOD BOARD BY OTHERS Q TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED ^\\ MI 11 I \I / SOFFIT O 1 STAPLES SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIAJ J-CHANNEL 3Q k MAX. rHsuw STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J' MAX. DETAIL D J-CHANNEL FASCIA 7O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _#8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1--SOFFIT 1O J-CHANNEL Q O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT- (3) J-CFHA NNEL j" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN '12 SPAN 'Ll -------R SEE DETAIL'A'­� SEE DETAIL'E" - EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:!) *0=ffrr=�+ SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER EMB. WOOD BATTEN L DETAIL B d-CHANNEL J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7D STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOf tO NSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL-• }„ DETAIL C J-CHANNEL TRUSSMOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7( WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. • i=::i;==si;�t:F• �FiF=:: g ••trrtf?ii:ii'•• 13.519 EAVE WIDTH •"==jiiiitii•••• ••i 375 (ROOF ..s: :::: x::;;:;• A 3.625 3.625 L OVERHANG) .5 \ .O8 .03 CONCRETE; OA1l I CMU OR WOOD (NOTE:!) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ra p a c � svaniv. aLoa► ABBOTT PARK LOT #39 BLK #7 PItoj=Tfp 4 .000- 907 MODRU 4EHB "2605- HAYDEN" GAUAaa sTaNCF. RIGHT PAGE: SOFFIT DETAILS %160 MPH E)T. C 312021 Is A 09/21/21 CA M. 1/4-=1'-0" Hmw SDI �(� �3b3 7(P�y St4��C1�2Fc Ltj ZL k i � I I t , , I