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HomeMy WebLinkAbout7527 Broad Pointe Dr99 2260.3EEB-ELSTON99 � 6 IDS 'I- �w"91",%_1t HOMES 12602 TELECOM C:)Fi1VE, TAMPA, FL 33637 T4g1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RAM Btu/» CODE, F3=gn AI, 7M EDITION \2020) M•' -AIL 1*11/Y/W AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -HR'I. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Yult=180 MPH Vasd=124 MPH •EXPOSURE - C -I-STORY RESIDENCE - .2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE LAy LAVATORY A/C AIR CONDITIONING LUM LUMINOUS ADD. ADJUSTABLE M.C. MEDICINE CABINET ALT, ALTERNATE MFR. MANUFACTURER BD BOARD M.TN. ME HIRMHOLD CL CANCER LINE MTD. MOUNTED CLG. CEILING MTL. METAL CLG. CEILING N.T.S. ON Cr SCALE cLR CLEAR oc. oNCFaTER c°NG CONCRETE PL PROPERTY LINE CPT. CARPET PB. PUSHBUTTON C.T. CERAMIC TILE PH PHONE D. DRYER PLT. PLATE DG. DUALGLAZED � AM °OD DIA. DIAMETER P.T. PRESSURE TREATED DIM DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DR DEEP R.A.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM ROOM DTL DETAIL DW. DISITYASF{Q sa ROUGH OPENING EA. EACH S.D. SMOKEDETECTOR ELEV. ELEVATION S.H SINGLE HUNG Eq. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING ExT. EXTERIOR SHWR. SHOWERO%aY FX X. FfXDGIASS SUM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.GL. SLIDING GLASS FLR FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR DR. FRENCH DOOR SECTION FTC. FOOTING TEMP. TEMPERED GLASS GA. GAUGE DIc. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F I. GROUND -FAULT CIRCUIT T.O.P. TOPOFPLATE INTERRUPTER T.O.S. TOP OFSLAB T.O. TYPICAL GL. GLASS DATE DESCRIPTION 01/10/1T 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION OW/0 BID SET ISSUED PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3G-ELEVATION 'G' FRONT & REAR PG A4G-ELEVATION 'G' LEFT &RIGHT PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WA1-WALL ASSEMBLY DETAILS A — ALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL, ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS gWAB 2011 FBC UPDATE 02/OUI6 STONE ELEVATIONS ADDED m2/DAB cGNSTRUCTION DOCUMENTS ISSUED �n6M FOOTING REVISION PER M. BOIIES MA4/10 INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. BOUlEB oTnIM CONSTRUCTION DOCUMENTS RE -ISSUED 0040AS BOLLARD DETAIL REVISED OIR6/M DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SSA STATE OF FLORIDA PROFESSIONAL ARCHITECT: R01 AND 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 SQ.IIT. CAM'S 02/9/H TRUSS ID'S ADDED TO FRAMING SWEET embn PLAN MAINTENANCE ISrFLRLMNG SW go. 22 D FJR LIVING 1"3 SQ. FT. Toro uvMG 2$60 SQ FT. GARAGE 453 SQ. FT. ENTRY ba 84 Fr. TOTAL 2,-m SQ. FT. BxW PATIO B® SQ FT. 04/01A9 REVISED LINTEL SIZE • ENTRY 006AS LPDATED LEDGER DOLT SIZE 4 SPACING ObAI AS ADDED LED L&ITS • KITCI�1 4 BATHROOMS PER MARK BODES LEDGER BOLT T SPACING IUD WMAI ADDED DOD LAYOUT OI/OIAO REPLACE IDP CONNECTORS WITH SMPIM CONNECTORS 03/OWO REVISED DETAIL ON SWEET D2 OPI, S'-0• CLG. WGT. 00/01/20 REVISED STAIWASE *0 STAIR SECTION DETAIL ObI21MV PANTRY DOOR REVISED TO 2.6 OPT. W-C' CM WGT. , 702mppC,Uppq� STRUCTURAL SHEET DESCRIPTION O3/12/21 ADDED SOFFIT DETAILS PG Sl-FOUNDATION PLAN PG Sl.IA-DETAILS PG SLAB -DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.H. HOSE BIB OTHERWISE KC. HOLLOW CORE V.P. VAPOR PROOF HHR HEADER W WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD TNT,INTERIOR WDW DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. /H WAW1JDOTERWHEATER W.I. WROUGHTIRON PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S41A-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL. RESPOND TO ALL WRITTEN RFt'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.lA-SAFE LOAD TABLES PG S8-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNl-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA B: 0003325 A a 0 ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MOD= 3EEB "2260-ELSTON" GARAGE SVIING: RIGHT PAGE: 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) 70t EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SRE WORN 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 %, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN GYPSUM BOARD OR EQUIVALENT, B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMIALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603,2. EXTERIOR WALL 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 EXTERIORFMSSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1l2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S 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 BUILDER'S / CONTRACTORS 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com L AA #: 0003325 s BUBDZV. de TAT: ABBOTT PARK LOT #17 BLK. #11 PROJECT* 04181.000-17111 MODELa 3EEB "2260-ELSTON" GARAGE 8T+nNG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C o� rpraNTDA 05/25/21 8CALM: 1/4"=1'-O" slim= GN 2 .A. ,•; .iGREATROOM i� 'i • ;a o o �f ii �1 0 O � .i '.' Mail ' � o • IIIIII��C o 42* HALF � olllio�..r. ollllllllio. _L W NOSINGG If STUce POST GMAGE • i• �• o allo o!III ,•. o 0 i• i� I " FIRST FLOOR PLAN SCALE, 1/4' . I'-®' SQ.FT. CALL. S 8T FLFt LIVMYs w Sa FT. 2ND RR LIVING 1,353 SQ FT. TOTAL LIVING 2,260 $a FT. GARAGE 453 80. FT. ENTRY 64 60. FT. TOTAL 2,111 90. FT. "PATIO $0 6a FT. I=MIDEAonFOR8SMMM oFem Illam ME 0WH I DOA RBYMM�B ARDT?E FOOTIRE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR OWING 18 5 36/-41 DR. MIN. CRITERIA SfsD. MIN. 41 5 34/-43 CRITERIA I"10 O.HD. 112 5 31/-35 12'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED, (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CWMOA70WMVE NOTE -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE 814ALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 112'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOM$ SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED-) 302.1 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA C 0003325 4 H119 IlXISDIV. as LAT ABBOTT PARK LOT #17 BLK. #11 PROJECT# 0418 .000-17111 MODEL' 3EEB "2260—ELSTON" OARAOE STUNG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C DACE:. 05/25/21 8C#.XX: 1/4"=I'-O" amET Al C r D6L. TOP PLATE 0 m Nk BAR DETAIL A SCALEP-0' (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SeCLM TREADS TO STFbWAM WH370 3' 6CREUB • EA 6TR0412E1! UNTHREADED SHANK TO EXTEND BEYOND THICK/E66 OF SUB -FLOOR 614EATHM / — — 61MMW N / MTS-20 6EE FR MM F Lm / C / / I I' MAX. / NOSING / 10, / 42' N 1/2 / WALL W/ / GAP r / STAIR DATA: MR • IW' / 14 TREADS • / 10'• P NOSING J 3/4' KIOC Q m LL' PLATE / 2 X 4 RE-2TORC110. . EA. x X 12 etRPKsER OpZ / eea�ee uwd e'-6. Oa ~ = M / 3.2X12 SYP STIWnitt RENFOP=D W2X4 81-F / WKONT. BEAD OF / SUB -FLOOR ADFIESIVE PL-400 OR OMLARE • EA HORIZONTAL RN 2X4 ATTACHED W/ IOd MASONRY NAILS • 2X4 P.T. BLEEPER INTO SLAB WITHIN S' OF EACH END, 32' OO. MAX 42' HIGN HALF WALI W/ ear I-'(2) 2XI2 HEADER 6EE PRAMNG PLAN 3/4' TAG SUB MOOR (SLUED 4 80FREVIED PER FASTENER SCHEDIAE -9'-4 3/4' 2ND FIN. -0' BRIG. HGT. Fm-ENG'D FLOORING SYeTEM rGEE FLOOR FRAMING e1EET) (x) 2X8 HEADER 6EE FRAMING PLAN STTAIIR eS MGM TO C40WORM TO FBCR 1TH EDITION (2020) MIN. TREAD•10' MAX RISER-13/4' 3AW MAX VARIATION IN MIM10R11EADS ADJACENT TO EACH PAN. OTHER "'MAX VARIATION IN ANY R6ERRREAD HANDRAIL CIRCULAR CROW (SECTION DIA TO ME 1 V4' •-V4' OR F'IBOVIDE EQUIVALENT (IftABPABILITY WINDERS- MN S' WIDE • NARROU END MIN. 11' WIDTH • 0' FROM NAMOW END 34' MIN. HANDRAIL MGT. 41CL06ED A=WIN E ePACE UNDER 6TARS (SHALL NAVE WALLS, UNDER 6TAIR &JOACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH IA' GYPBMI BOA)%D& NOCR 302.1. -0'-0' FIN. FLR. STAIR SECTION B WALE.IR'"I'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.182 W/ 2X4 RE-11s NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ij's 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. 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 16018.1 / F.B.C. 2020 CHANDRAIL SECTION BCALE3/4'.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FA%: 407-774-4078 www.abdesigngroupo m AA #: 0003325 -• dao S / \ #A W O I SLTHDIV. Ce LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 W0DELc 3EEB "2260-ELSTON" GARAGE BVnNG: RIGHT PAGE: STAIR SECTION/ DETAILS 160 JWH EXP. C u DATE: 05/25/21 BCALE: 1/4"=1'-0" m*m= Al 23'-11' BLD HGT�. SHINGLE OF Il'-4' 2ND�R. . tl'-A' ?NO FI R idl DEC40FRATIVE DECORATIVE SHUTTER OR IIII��IIII IIII��III!EQJIVALENT SHUTTER OR EGJIVALENT Hill 11r, I Illi ■■ 'f" IIII ■■ I'll61 RAISED . , _.�..��_.I. - - o _- - __- -_ _- HGT ® -� _ . CH - LIGHT BAND (TYP.) ,4- 1114m - i i V/' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TOMASONRY- 4'w4' GALV. 'L'-TYPE PLASWMb SET N AREAOFATTIC = 1425 SO. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQURED VENTILATION AREA 1475 /300 = 4.75 VENTILATION AREA X SCL INCHES PER FT. (144) 684 SCL IN, MIN. REQUREDVENTILATION .5X 694 IN UPPER PORTION OF ATTIC 342 SO. IN. OFF RIDGE VENTILATION AREA 115 SO. IN. PER VENT 342 /115 TOTAL #OF VENTS REQLARED 2-97391 TOTAL# OF VENTS PROVIDED 3 'AREA OF ATTIC IS THE PER]MTER OF THE HOUSE, LESS THE OVERHANG I EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED v FIEIERGLA88 SI4R4GLE8 FRONT ELEVATION PER PBGR SOSJL ROOF SIIEATWMG TWICIGESS AS W SYP PT LEDGER W, V21L6• tP PT L ED FWD 32' ST S PER PA PER SHEET SNt. SECURED PER rAb7LSR SCNeDIILe O.C. 4 WTHN 6. OF EACH SCALE: I/4 • 1'-0' TEXTURED FINISH 'SPANISH' SIMPSON LOU-26 END MAX SET N 691POM FINS" STRENGTH ED(PDXY FI ( WJ i' MN Q'RlD. 2.6 SYP RAFTERS OR PRE-ENGT2 TPPI ( E EVJ ROOF SLOPE PER --� ELEVATION MN W. 08D 6HEATNNG 2X6 SYP PT LEDGER Ulf V2'x6' THREADED ROD GdAlSeT TO OE SECURED TO 32' OG. 4 WTHM 6' OF 2X6 MEMBERS W/ 6d NAILS EAON END MAX SET N 3' OG. • PERIMETER )'-4' SIMPSON NIGH 6TREN6TN SMPSON LU6.26 W/ (4) Wd'# Z,_p• EDe'07(Y 6' MN lNIDlD. g} TO LEDGER AND(21 IOd'# C 4ANNEL POR SOFFIT � TO 2.6 JOIST OFF RIDGE VENT ® TYP. OVERHANG DETAIL 2ND FLR ,LIT'-4' 2ND FLR - —0 BIG. HGT. BRG� NGT. A SCALE: 1/2 • I'-0' II II Lr A II ENG#.EERED WOOD TR2SSE8 • 24. OL. 8Ud'RT SHOP DRAJRINdb SEALED BY o W-4 3/4' 7NDs `•' 9'•4 3/4' 2ND PPWM6610NAL ENGNEER FOR REVIEW #� FI�y FLR - --- ----- --------�---- - FIN. F—� LR. AND C40M ENDS FLR - - - — - B'•0' IST FLR PLYWOOD &EATHNG SEE BIG. HGT. — - - — - — - — - — - — - — - — - BIG. HGT. STRUCTURAL 6 • 2ND I HRG. FIGT. (ROOPNG VAND I� R.ASHNG UV DRIP EDGE PER 11SilIt WAMANTEE TRAM STRAPS AND ANOWINI S!S 6TItIC71RAL RECiU1REMENfB l0 W WRAP FASCIA WTH OIEAIC FETAL #SS MASONRY elm �� I I W, 2x6 WOOD FASCIA SEE STRUCTURAL FOR rA6TEFERS II VENTED SOFFIT PER ATTIC CALC•S V!' THICK, 2 COAT CEMENT PLASTER 0'-0' FIN. FLR _ — 0. APPLIED DIRECTLY TO MASONRY _ v RAIDED TOM PER ELEVATIONS 2FD RR WNDOW PER PLAN REAR ELEVATION RAKE SOFFIT DETAIL R SCALE: 1/2 1'-0' SCALE: 1/4 • 1'-0' TEXTURED FINISH • i"I N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-77446078 FAX: 407-774-4078 www.abdeslgngroup.Dom AA S: 0003325 h g o w atmmv. as LOT ABBOTT PARK LOT #17 BLK. #11 PROJECTTp 04181.000-17111 1LODEL• 3EEB "2260—ELSTON" GARAGE DW MG: RIGHT PAGE: FRONT & REAR ELEVATION IIGH 160 WH EXP. C 12 gj OFF RIDGE VENT e TYP. I'I'-4' 2ND FLR 11'-4' ZND FLR HG BRCa. T. _ — _ — _ — AJT NGT. 4B I I v I I r 12 9'-4 9/4' 2ND I I �g 9'-4 3/4' 2ND FIN. Frd LR -----'--------------------------------- - ------- - FIN. FLR. 8'-0' IST FLR, g 8'-0' IST FLR B S --------------------------------------- ----- - BRG. NGT. '-0 IIE — — I I 0 2'-0' II 0'-O'FIN. FLR ----------------- ----------- - ----- oO'-O'FIN. FLR LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE T 12 s B Typ 2ND FLR BRG. NGT. --- - - - - - - - GT FLR i II II 9'-4 3/4' 2ND �' I I 9'-4 3/4' 2ND FANFLR,r --------------------------------------------- eIST FLR,IST�T. FLR lm L— - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- - — -I -- - — - B—$ F-1 2 . -0. iA II 0'-O' FIN. FLR s�------------------------------------------------------ ,o0'-0' FIN. FLR JU RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FIN18H 1441 N. RONALD REAGAN 8LVD, LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.andeslgngroup.com AA #: 0003325 Its O a L; 9V13DIV & LOT: ABBOTT PARK LOT #17 BLK. #11 PliOJECT# 4181. 00-171 1 >t[ODEL 3EEB "2260—ELSTON" GARAGE 911MG: RIGHT PAGE: LEFT & RIGHT ELEVATION "G" 160 MPH EA C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e OW CUTLET 20 APT MOLE POLE IIOV OUTLET IIOV OUTLET OUTL/T WEID TO SYIRCN GPI INOV OUTLET SOURED WAIRIC FALL NTLRIPTER (TAMPER REMSTANT TYFM) m@ 220V OUTLET (4) WIFE E OOMCGTIOi ILP EXT LLMTIRPROOP GFIRM FAULT G:I ounar NI�IIPTee �D SUATCH S1WT04 3-WAY OPER $4 BUETCH 4-WAY OPER WALL PIOINi{D LIGHT CEILNG LIGHT © LED CLG LKINT ©VP LSD vAPCIe PROOF LIGHT OVP YAPwRFTEOCF L04T ORECRUND CAN eVE/1r. FAN I CM PER GO, A. VOA. FIN WWLISA4T i CPM FMdI eo. FT. Y PINYON (EPIC( TED oY ® FLUOR.W ENT ARCUI 'PAP ALOU D (RECd68ED) �,IP�p� WRAP ( LIQN41. J AROLe ALOUD ]�-{ 2S1lFLUOARE1011INT 4' M.UOIFAMORN y� --n--+�—e-• C V TRAM LIGHT O PANEL METER OSD. arlola DETECTOR RAT( NILNSAHALETJI� IIHIlK r WALL MURTUD esTr. eea(ra. U M'TW DETECTOR W-HA92UM ® taEO *NALL Ma�caED E SHALL Ol A DTWM 4- OF NOT LESS 7LIE/ 4' PENDANT LIGHT NATURAL GAe ALET . TELIPWRO JACK UA.TER NEATER Owc "NoCT DROOLMCTPt— en NSI ON TELEVOM JACK ALL OOO( O J-SOX TOM EUF'PORIm M ACCORDA.PO WF aOX MAR2D Ab SUCI4 FOR CEILNG EOX onamilso I.L. 1ANA.1611 TCArs°toMANCIll W DOX MAR= AS SUCH FOR A�II4 24• wcAToeecaaT LIGHT NRIP Dnnnnn 'JA• EGANDIECRa LIGHT !TRIP 9 4w ncA(DEReNr4r LIGHT STRIP PLoaD LIGHT � oPr. elalRItt KITPAD • Pa mm-ourr- FORpRlS IRO FORT • LOCATION OF TV JACKS 4 PHONE OUTLEM 4 FANS TO OE VdeRED a WOME004M PRE -CONSTRUCTION MMTNG • ALL O N 20 NIP BRANCH CNRCWM TO f!! AMC FAULT PROTECTED PER ELECTRICAL PRROVIe1ON OF rlICR 2�EDI�(�0)������IT� • 20 AMP DEDICATED Y CIRCUIT. IG KITCHEN CIRCWTI • GR a ISLAND (NOT ON KIT • 4ER TO TO OE LOCKOUT N PANEL • BATHRO DSLLIST FAN TO MAY! *4"T FAN OF W CRI IBM AL F"OVUCAPAOTY SO CRM NTER'ETRNT PER ELEC7TtlCAL PRDN810W Q SECTON Mlw �G8.14LEQIII@112AgQl • LAUNDRY ROOM IECBPTACLE SHALL Wyk FAULT CUCUR-INTERRUPTER PROTECTION FOR PEREONIQL ON FORDtltl • WIRING METHOD SHALL OE NON METALLIC CABLE PER ELECTRICAL PROVISONS OF EEORTTH to (2111M • ALL WOW TO COMPLY WIT4 ELECTRICAL PROVISIONS O' n4E d7GP IMTI ED, 2r e2m1 • Iel Q LGHTNG j� �lRGT B'FICIIM TYPE PER Far_ ENEnr rrsEERvenON (RESIDENTIAL uIeIRGr GREAT ROOM PRE-wIREp' _ CLG FAN ( I t GFI i L =---- GF L TCH IN CABINET K1 uMm I TLET HOOD WIRE FOR DW WIIJ ET FOR L L FUTURE M. WAVE— C441ME RANG W ` Snr^O POYm; V -- GFI • M - PB. I CHIME I 1 , , ENTRY GARllllAGE GFI \---4D L — — — — — — IRRIGATION GARAGE OUTLET• DOOR 48' AFF. ' PREWIRE GFI 1\ NTH OPT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-m' METER FIELD VERIFY LOC. I - I � 1 LED LIGHTING C� PEDESTAL SINK Fww- 150 AMP ELECTRICAL RISER NOT TO SCALE. GINER4L NOTEA A ELECTRICAL MATERIALS AND MTALLATI" SHALL COF�.Y WITH ELECTRICAL PROVISIONS OF T1E FOCIR ITN EDITION M nC)- LOCAL CODES. AND ALL LOCAL POLER COMPANY RECLIRE'RNTS. O. ALL QWOUCTORS SMALL OE TYPE THINIrNM UNLESS NOTED OTFERWeE. POUER COMPANY TRANWORI•ER PROVIDE EO AMP, 1201240 VOLT. 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE E'1 COPPER (CU) N 1-I12" CIA SCHEDULE eO PVC CONDUIT OR PROVIDE S 4Ae ALUMINUM (AL) N 2" DIA SCNEDULK SO PVC CONDUIT U ILue SERVICE IS PROVIDED OY TFE ELECTRIC COMPANY. COORDINATE WITH TM ELECTRIC COMPANY PRIOR TO END. PROVIDE YJAS CU, THWN . 1% CU N 2' CC 4A0 AL, THUN . I% CU N 2' CONDUIT OR 2 (COFDUIT TO TERMINATE ABOVE SOFFIT • COMONATIO4 OERACIE IDO AMP DISCONNECT SWTCH AND DOR40 VC M ELECTRIC METER IN 'PHASE ' U SIR ENCLOSURE PANEL EOARP TmJr ICE! SERVICE E4rRANCH cAELE TELEV"SIOIN GWN NRTMEaIe26PYIMeRNTeM BONDING TER"IINAL AT LOW VOLTAdE CONNECTIONS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407.77"078 FAX: 407-7744078 www.abdesigngroup.com AA e: 0003325 1 77SS p °� h d eunDiv. ee LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODELa 3EEB "2260—ELSTON" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 3 1 4 CU SERVICE GROUND CONNECTED TO C 0NCIETE ENCASED FOOTER STEEL F'ER PRINT 05 25 21 ELECTRICAL PROVISIONS OF THE �"• Yrw EDITION r20201 DATE en" DIA X S PT LONG COPPER CLAD GROUD ROD 1lCALE: 1/4"=1 —O E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 12 W OUTLET w AMP 6NSLE POLE =e Ilov OUTLET 4) EOV OUTLET Vl OF OUTLET "M ro 61uTa1 GPI II®V OUTLET EfJNPlO Ul4fIHD FAU NNOTAN rn-V ER RE6NtANT T'TPG -0F�. 220V OUTLET (4) MW CON SOT ION y� --Ci- OPI a e�Tro� PIrET WTCN BWTGN 9-WAY OPM 6WTC4 4-WAY OPER CEILM LIfWT © LED G-6 LUWT _- LED VAPOR ©� PROQ LIOHT O VP VAPOR PROOF LKINT © mmooED CAN eVFR. FAN I Crl PER 6Q FT. vela. FAN I r6PEOY TIED by slamm 2-0" RPRAr ® AIRDUND rREce ) RA WP � ARM �M [el�Ar�.e MNr� T' PL CRE6CONT 4' FLUOREOfBR W TRACK LOW F� PANEL METER OSD. wom DETECTOR r"1 1 w I UALL NOINTED avm DETECTOR walLi ••r •� « WEC= eATT. sAOc4P WI En•D ® 6/CO RNALL OE A 016TA40E TELEVINON JACK cc LN6 emPOCARM O To saPPORTee IN ACCORDANCE UP BOX J.ppX MAI%= A6 K04 FOR CO LNO Boxwmammo cEILP16 FAN LKi/R ToEUFT171RED IN tW eO( �10.44 74• INCANDESCENT LOW !TRIP NGTND26CEW LOW 6T" 4W NGYoI (CENT LOW 6TRM FLOOD LgHT 1a' OPT. Gomm Y "Y"AD PIL PUSH-EUMCN FOR CHREN UEO POIlr • LOCATION OF TV JACKS N PHONE OUnAT6 4 PAW TO eE votrwo . HOFEAWNER PRE -CONSTRUCTION FEiETN6. • ALL 0 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MM • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OFI • IELAND (NOT ON KITCHEN CIRCUIT) • OMNYl46NER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM Ex"wT FAN TO NAVE MN CAPACrrY OF 90 CM NTERITTBNT PER ELECTRICAL FIEDV1614" OF SECTION MMM3 I! TTN !TUITION lN7J®1 • LAUNDRY ROOM RECEPTACLE SHALL BE o4ROUID FAULT CIRCUIT-NTERINIPTI R PROTECTION FOR PERSONEa. ON FEEDE6 • WRING METWOO SHALL = NON METALLIC CABLE PER ELECTRICAL Pill"W S OP PSM TTN ED l20701 • ALL W9K TO COMPLY WTN ELECTRICAL PRDN61CW 13 W.LC. BATHE ) F=- 1 PRE -WIRED /r GLC�FAN ,� BDRM #3 I BDRM #4 PRE -WIRED CLC, AN C�V ( I OFT. LOFT @: ALL MOUNTED LIGWT IU/9WITCN N ATTIC I V ,� PRE-WIR GLG FAN BDRM #2 SECOND FLOOR ELECTRICAL PLAN 6CALEI 1/4' . I'-W' ---------- �= I f L L I I I -----------� LED LIGHTING ® DBL. LAV. BATH 11 I � I I it I I I L � I LED LIGHTING ® DBL. LAV. BATH •2 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngmup.com AA A: 0003326 u 6 9 h t P. F BUDDIV. & LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODEL: 3EEB "2260—ELSTON" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN %160 MPH E ,. C 2021 4Ff►vf.vfLr� "77 DA - 05/25/21 scALE: 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE, 1/4 . V-0' SECOND FLOOR PLUMBING PLAN SCALE, 1/4 . P-0' VTR VPR I J ma•-'ZFJ PLUMBING RISER DIAGRAM JON 0 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA#:0003325 kbk -LLL mmop ABBOTT PARK LOT #17 BLK. #11 PROJECTO 041 1.000-171 1 MODELa 3EEB "2260-ELSTON" GARAGE 8WING: RIGHT PAGE: PLUMBING PLANS 160MHE . C Lk IM N0 90729 i Y"4' " 2b 05 21 DATE: / / 8CAL.E: 1/4"=l'-0" sxEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED, S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS, TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. REC "IENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL 6E PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC14 DBF BOOSTER PAN OR EQUAL. PANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT MI PASS-THRU AIR GRILL 12X8 14' DIA. S/A FROM 1CHASE ABOVE 1 12X8 / NOTE: ALL HVAC TO HAVE PROPER 16XIi ATTIC PANS, W/ DRAINS ---------------------- CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER e o I PLENUM AIR RETURN W/ (2)-3/I6'?(2' TAPCONS UNIT WB ROLL STRAP OR OR EQUAL y N 711 8X4 SUCTION AND LIQUID I AIR SUPPLY y REFRIGERANT LINES —_ IZXS — AIR HANDLER----e8XI y 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) 1/4' SHT. MTL. SCREWS P1YDR EXTERIOR WALL -- _ -- I L-I oO y CONDENSER UNIT o 0 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY—___y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD ? REFRIGERANT LINES TONOTE: MAIN COND. DRAM 3/4'DIA Ell, — O VENT THRUPLATFORM WALL RETURN CONDENSING UNIT OVER HEAD 121 FROM STRUCTURE FOYE TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION U".2.4 HVAC DRAINS — — — I GARAGE SCORIATED NICKEL FK FLOOR C40MTERSL WC I L — — — — — — — BRONZE FL. PL. OR WALL CA. PLUG _ -- ENTRY- 6' SEE OPEC. ------- BRASS PLUG P-8'XB' CONC. FRyGR.d,pE, FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL WADE 8240-K J06AM 86000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC INV. SITE PLAN E ITE PLAN FIRST FLOOR FLOOR SLAB CLEAN —OUT (TYN, vEXT. GROUND CLEAN —OUT (TYPN) MECHANICAL PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH:407-774-W78 FAX: 407.7744078 www.abdeslgngroup.00m AA A: 0003326 q P. BUDDIV de LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODEM 3EEB "2260-ELSTON" GARAGE ffTr MG: RIGHT P'T'IRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 202 DARE: 05/25/21 BCAXA: 1/4"=l'—O" SHEET M1 JUN SECOND FLOOR MECHANICAL PLAN 9GALE� 1/4 • I'-V 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407.774,6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 y � � r BVHDIV. & Lo ABBOTT PARK LOT #17 BLK. #11 PROJECT 04181.00t-17111 MODIM 3EEB "2260-ELSTON" GARAGE EKING: RIGHT PCOND FLOOR MECHANICAL PLAN 160 MPH ERkC DAM 05/25/21 BCA=: 1/4"= V-0" SHEET M2 2X4 TOP PLATE PL PRE-FAB TRJSG V2' CLG. BOARD 1/2' DRYWALL --t _ SECURE ST. — PLATE TO GLAD W/ IOd MASONRY NAIL • 32' O.C. MAX FIN FLR 2X4 WOOD STUDS •24. or. SLA15 TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL SETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. (T)TYP. INT. WALL NON-BRG. D1 SCALE- 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5JJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS TRUES — /J MTL. DRIP EDGE J 2x FASCIA PER I _m ELEVATIONS TYP. O.H. VENTED SOFFIT In' THICK, 2 COAT PORTLAND, CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 35/6, OR5 1/2, DRYWALL 3/e' TOP CHANNEL (25 GAO V2' DRYWALL 3 5/8. OR 5 3/6' METAL STUDS 24' O.C. 20 GA METAL TO Be INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUMANOWER 25 3/8' BOTTOM GA METAL TO ISE INSTALLED CHANNEL (25 IN ALL OTHER WALL$. STUDS GA) SECURED fv TO BE SPACED 16' Or— AT 2N0 TO CONY FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH 5/8' GYPSUM BOA OR 1/2' HIGH STRENGTH CLG. BOARD WOOD FLOOR W/ 1/4' WOOD SCREW —FINISH FLOOR 1-STORY TYP. INT. WALL 1A_ METAL STUDS (NON-BRG.) D 1 SCALE, 3/4'.I'-O' \—SEE ENERGY CODE FORM INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.I INSULATION ------- WINDOW ATTACHMENT f SP PER MANUFACTURES, SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS, • 24' Or— a, cm 1/2' GYP. WL. BD.� WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF BREATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE IR' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.H. ROOF 814EATWING THI0KNE88 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE-/ / J/ 9' 2x FASCIA PER MA: ELEVATIONS oi- VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GABLE TRUSS WEEP 8CREED / 2x P.T. SECURED PER STRUCTURAL DETAILS IR' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA80NRY ZA ro:. arA u. I J� ���•4 I v T.!.❖•❖.T.! •.00.�� ;' i R!n icnL TRAcx " e— � �-OVENCAD DOM SY rvurF. BY OTH1ts ►A67000 TO Wom TRACK DRACKM Wv PRo=T APPWPVAL KO. /zEI�GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS p °' — D1 SCALE: I I!I'•I _0• 2X4 OFF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL OETAILS— STIFFBACK AT ALL UPRIGH' PER STRJCTURAL DETAILS PRE -ENS WO. TRUSS -- CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYP'8lM BOARD OR IR' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Nx2 P.T. FURRING — STRIPS • 24' O.G. In, GYP. WL. So. - WOOD BASE— FIBERsLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905JU. ROOF SHEATHING THICKNESS AS PER SHEET ON[. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENS. GABLE TRIM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R 0'-0' FIN. FLptl — . — 0'-0' FIN. FLR 0'-0' FIN. FLR j, / Q _ 0'-0' FIN. FLR v ROOF SHEATHING THICKNESS IS m ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 GIN IN - a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 1TH EDITION, SECTION R301.13 AND 16095.1. AND 16095.1. N W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE NO OPENING NOTE: JU METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF r_'�l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-V UNDERLAYMENT IN ACCORDANCE D1 GCALE� 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D486S TYPE III TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom L AA N: 0003325 A a 'o o 8UBDIV. de LO'151 ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODEL: 3EEB "2260-ELSTON" OARAGE SWWO: RIGHT PAGE: DETAILS 160 MPH YR. C FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WD.U. ROOF SHEATHING THKN04ESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG WD. eER FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR WbJ.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS WD.TRU ER 24' O.C. MAX. LEVATION 24O.C. MAX. 1"LEVATION METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUER 2x FASCIA PER CALLS FOR VALUES VENTED IOii I 5/S' GYPSUM BOARD ELEVATIONS 0A. 5/8' GYPSUM BOAR SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOAR VENTED CLG. BOAR REFERENCE I Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL R-4.1INSUL. W W NZ O WE r 1 LL WINDOW ATTACHMENT w w AS PER E MANUFACTURES oL SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T s G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK2 COAT E p AND NAILED 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT 4 > AS PE NAILING SCHEDULE PORTLAND CEMENT mr- PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY m R MASONRY w m R IX2 FIRE -STOP LEVATION DC2 FIRE -STOP L VATION SEE STRUCTURAL SEE STRUCTURAL R R L V TION LEVATION 5/8' GYPSUM BOAR 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOAR ER - _ \fELEVATION IX2 FIRE -STOP DO FIRE -STOP R-4J INSUL. R-4.1 INSUL. W W ATTACHMENT AS PER k*`WINDOW MANUFACTURES SPECIFICATIONS _----REPERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FUMING DIRECTLY TO STRIPS • 24' O.G. STRIPS • 24' O.C. MASONRY B, cm DIRECTLY TO S, cal MASONRY 1/Y GYP. WL. BD. 1/2, GYP, WL. BD. WOOD BASE WOOD BABE IX2 FIRE -STOP IX2 FIRE -STOP --- SLIwAD EPDg .. 4 L� a W/ WINDOW OPENINGWITHOUT WINDOW OPENING SDYLOLOK BLOCK ECONFOR FLOOR SCALE. 3/4'"I'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003328 q�El ga O 1OtTODM de LOT ABBOTT PARK LOT #17 BLK. #11 3PItOJMCT# 04181.000-17111 MODEL 3EEB "2260—ELSTON" GARAGE OW WO: RIGHT PAGE: DETAILS 1 PH C ID 3 DATZ: 05/25/21 SCALE: 1/4"=1'-0" OHM= D2 im 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V V2' X 8' J-BOLT W/ 4• MN EMBEDMENT W/ 2' X 2' X V8• WASHER 4 MAT OR UV (2) N' X Y ANOIIOR BOLTS WV 7' X 3' X VO' WASHER 4 NIT 0 CURE 2"4 TO ELK ICU 1/4'TAPCONB 1 112' EMBED, S' 04M 4' END DIRT• I Vi' NO" 016T. 9 11 IX6 GARAGE DOOR EUOR A OISED W/ (5) V2' X e' J•BOL.T OR NCFIOR EOLT8, W/ 4' MN EMEEDMB4T. W/ 2' o X 2' X V8' U64MM 4 NUT. (1) WITHIN S• OF TOP, (1) UAT14IN e' OFTHE STM, 9 (3) EVENLY SPACED. ® 0 NOTES, ALL ANCHORS SMALL BE IN ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE B MAT Tlnwa A MaOFE 6�T GARAGE DOOR BUCK ATTACHMENT 4C4N. w•ar S' CHU V2. ORYUL4L ❑ I'X4• P.T. NA DOOR DOOR L ix.4 P.T. OR 5/4'X4' MN SECURE THRU FRAME 4 EXTEND 1-1/4' INTO ILER BLOCK W/ 3/16' TAPOONO CASING MN SHANK 612E J45 MIN. HEAD SIZE J06 MN EMBEDMENT 1.1/4' WITHIN 6. OF EACH END JAMB OR WINDOW 4 IS' 04. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" r11►[NDOW TO BLOCK +3/4" OR +5/4" 2X4, 110 SECURE TO BLOCK W/ 3A6' TAPCO.B (MN SHANK 61ZE JO MN HEAD SIZE 300 MN E'IEEDMENT 1 1/49 WITHIN S• OF EACH END 4 b' O4. MAX 6PACM 2X6, SECURE TO BLOCK W/(2) W*' TAPO" MN SHANK SIZE Job MN HEAD SIZE 300 MN EMBEDMENT 1 V4.1 S. CM WITHIN S' OF EACH END 4 W 04. MAX SPADING. 14' DRYWALL 2X8, Im ole 1'X4' SECURE TO BLOCK P.T. NAILER WV(2) W*' TAPCONO MN 814ANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN e• OF EACH END 4 O4. MAX DOOR JAMB OR WINDOW A �AD�' ATTACH TO 2X PER MANIFAOTUIES DETAILS. NOTE, SHIM AS NEEDED TO PLU'16 JAMS (DO NOT EXCEED V4') 2)(4, SECURE TO BLOCK UV 3/16' TAPC" (MN SHANK SIZE 140 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN T IN 8' C• EAON END 4 b' 04. MAX 8PACNG. 2X6, SECURE TO BLOCK WK2) 3A6' TAPCO48 MN SHANK SIZE W* MN HEAD 61ZE J00 MN EMBEDMENT I V4') IT-TF— WITHIN S' OF EACH END a' cm 4 18' O.C. MAX BRACHIA IR' DRYWALL 2X0, ® ❑ SECURE TO BLOCK I'X4' W92) 3/W' TAPCONS P.T. NAILER (MN SHANK SIZE J45 TA6' OAUB. X 4' MN MN HEAD OIZ 300 MN EMBEDMENT 1 V4') DOOR CASING WITHIN W OP EACH END 4 IS' 04. MAX 6PACHG. DOOR JAMB OR U14DM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 15/18" /�1T/ NDOT/ TO LOCK +1 15/18" 2X4, m SECURE TO BLOCK LLV 3/16' TAPCONS MN SHANK 61ZII J45 MN HEAD SIZE Jo0 MN EMBEDMENT 1 V4') WITHIN S• OP EACH 00 4 W 04. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NON-OTRJCTURAL W92) 3A6' TAPOON6 3AW TAPCM MN I.1/4' (MN SHANK SIZE J4b EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN B'BEDNENT 1 V49 p--Lr WITHIN S' OP EACH INC) 8' cm 4 W 04. MAX SPACING. 1/U' DRYWALL 7xb ® Q SECURE TO BLOCK 1'X4, WK2) b/W' TAF"CONS P.T. NAILER MN SHANK 812E J45 DOOR CASING MN HEAD 812E JOO MN EMBEDMENT I V4') WITHIN S' OP EACH END 4 B' 04 MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMS (00 NOT EXCEED V4') 2X4, IB SECURE TO BLOC[ WMAW TAPCOI,IS (MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 W OL, MAX SPACING. 2X6, SECURE TO BLOCK W/(2) SAW TAPCONS (MN SHANK SIZE .INS MN HEAD 61ZIE 300 MN EMBEDMENT I V4') WITHIN 6. OF EACH END 4 B' Oa MAX SPACING. DRYWALL IxM ® SECURE TO BLOCK I'X4' 'X WK2) 3A6' TAPCONS P.T. NAILER MIN SHANK SIZE J45 DOOR CASNM1 MN HEAD SIZE 3" MN EMBEOMENT 1 V4') WITHIN 6' OF EACH END 4 IS, O.C. MAX SPACING. DOOR JAMB OR W CROW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, 8FIM AS NEEDED TO FLU 15 JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" i Tn w =K aA" 2X4, m SECURE TO BLOCK UV 3A6'TAPCONS MN SHANK SIZE .INS MN HEAD SIZE "N MN EMBEDMENT 1 V47 WITHIN S' OP EACH END 4 W' 04. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TMROUGN NON-8TRUCIURAL WK2) 3A6' TAP'CONS SAS' TAPOON MN 1-1/4' MN SHANK SIZE W16 EMBEDMENT INTO BLOCK MN FEAR SIZE 300 MN EMBEDMENT 1 V4') s, CM WITHIN S• OF EACH END 4 16. Or— MAX BPACW- V2' DRYWALL 2XS, ® I'X,Y SECURE TO 15LOCG P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING MN 614AW SIZE J4S MN HEAD SIZE 300 MN EMBEDhENIT I V4') WITHIN 6. OF EACH EN® 4 W O.C. MAX SPADING. NOTE- SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') IND 2X SECURE TO STRUCTURAL MEMBER WKIJOd WITHIN S' OF EACH END 4 6' TO S' 04. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS, DOOR JAMB TO BLOCK +1 1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" 0 11IND01I TO BLOCK +1 1/2" y DOII T BLOCK +2 1/4" OMrn4nnr •rn wTnrK a.a• 2X4, m SECURE TO BLOCK W/ 1/4• TAPCONS (MIN. SHANK SIZE J4b MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WT14H S' OF EACH END 4 IS' 04. MAX SPACING. 2X6, m SECURE TO BLOCK WK2) V4' TAPCOW MN SHANK Wn Job MN HEAD SIZE J00 MN EMBEDMENT 1 V4') WITHIN a' OF EACH END 4 B' O4. MAX SPACING. 2XS, SECURE TO FLOCK WK2) 1/4' TAPCON6 MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S• OF EACH END 4 W O.C. MAX 8PACHG NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') 8' cm 1/2' DRYWALL I'X4' P.T. NAILER T/16. CAB. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3 7/16" ���Op TO BLOCK +9 7/L8" 2X4, m SECURE TO BLOCK W/ V4• TAFr." MN SHANK SIZE .14b MN HEAD 61ZE J00 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH W40 4 IS' 04. MAX 6PACHG. 2X6, SECURE TO BLOCK WK2) V4' TAPCON6 (MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHN 8. OF EACH END 4 W O.C. MAX SPACING. 2XS, SECURE TO BLOCK WK2)V4' TAPCONS MN SHANK SIZE J45 MN HEAD 612E 300 MN EMBEDMENT I V49 WITHIN 8' OP EACH END 4 IS' 04. MAX SPACING. NOTE, STRUCTURAL 2X MUST Be ON OUTSIDE 4 SECURED TNROLO64 NON-STRUCTURAL 3A6• TAPCON MN I-V4' EMBEDMENT INTO BLOCK LJ S' CMU 1,12' DRYWALL P.T.P NAILER 1' P.T. X 4' MN r- DOOR CASING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. DOOR JAMB TO BLOCK +3 3/4" A 1RND0W TO BLOCK +3 3/4" JUN 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com L AA 8: 0003325 �otj R BUBDIV. & LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECTlp 04181.000-17111 1LODEIA 3EEB "2260—ELSTON" GARAGE 8NING: RIGHT PAGE: DETAILS 160 XPH W. C 2021 DA 05/25/21 BCAL,E: 1/4"=1'-0" ff*mZT D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13672.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCi. CAMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 1D456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.2 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z131/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 1Z/31/2023 32S02.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MIWINDOWS&DOORS SINGLE HUNG - 2020FBCR 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 1Z/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/32/2021 S678-RS 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'-S" EXTERIOR DOOR 2020 F8CR 12/31/2021 239SS.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING • RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR S/21/2022 FL 25272.1 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 0 WWW.FLORIDABUILDING.ORG CONTROL DATE:05/05/2021 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.00m L AA #: 0003325 ! wil oz a 00 I13NDIV. Ie LOT ABBOTT PARK LOT #17 BLK. #11 PROJZCT# 04181.000-17111 MODEU 3EEB "2260-ELSTON" GARAGE 81IINCk RIGHT PAGE: PRODUCT APPROVAL LISTING 160 AH EXP C AA NO rpRurrDM 05/25/21 INCH , 1/4"=1'-0" SHEET D4 PREFOR'ED CONTROL JONT FLANW OF CONTROL JOINTS Td SE WIRED TIED TO LATH • S' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN r 6TUD EX16TS BEYOND EXCEPT STAPLES WV �16� MAY ��J USED TEMP. DURING INSTALLATION —� FASTENERS TO DE 6LACED-7 • T' O.C. MAX VERTICALLY / 1' TRICK 3 COAT CEMENT / \ PLASTER URIS LAYER 4. FORTPIBER BUILDING. PAPER APPROVED METAL LATH FASTENED *T' (VERTJ O.G. MAX AT SUPPORTS WRB LAYER 9. STUCCO WRAP WOOD SHEATHING �4��'MMG LATH SHLALL NO BE CONY T THROUGH JoNT6 EUT BE STOPPED AN_ TIED AT EACH 61DE PROVIDE 2X4 DLOCKNG PER ASTM C1063 PLACED FLAT MAX 6' TO 8' PROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON i FASTENERS POR LATH TO OE NAILS STRUCTURAL eTlm OR - STAKES IN COMPLIANCE IU) ASTM CI063 r 2. WIRE TIES TO ISE (NO. 0) 0E410' WIRE 3. DLOCKI/f SMGVN MAY BE N ADDITION \ TO ILALL STUDS REWIRED PER PLAN O"M" TYPE CONTROL JOINT OLP0.DIRIAM •R.A OL t. A NgARO R.A T. a�Aye a far.6 L CAAM • R.O OLW 141AM. PT.A 3. a.AM • far, III POLO aw ® L FOND NIMI� • R. A T.aeAM•n.e X a1IAU . PT. C 4. POLO PT. C OVle Pr. 6 Tel far.O TOIIGIIY BOTTOM PL.NO6 N. Bona+ ~'"N°° wTlle TIOM MALL POLO, pQ Ear. arc. k THICK 3 COAT CEMENT PLASTER O=A W' 2 COAT ca•.(r FL ANN, (a•w WRS LAYER 7. FORTIFIBER BUILDING PAPER (pRAMC ONLY) 00 LAYER 9, STUCCO IR mmANE aaY) APPROVED BUILDING IURAP SMALL ISE LAPPED A MINIMUM OF 6' • VERTK'AL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH PORTIBER GHEATMN6 TAPE / r nN LAP •Hera. LAT. \ 5( X X X�` I � I a NO& WTALL xaL = KAI* tl AT 80T701 CP ROOF 4 WALL NrM611810 LATH VERTICAL LAP TO ISE P IT METAL LATH I WRB LAYER M. STUCCO IIRA.P • N A e eLr / ( WARS LAYER -2, FORTIFI=Pt BUILDING PAPER 2 6CALE.'I IlJ••1'•0• r nN un+ LAr.4• D.sR ALL LAP z 2 6 0. SIDE APS OF METAL PLASTER DA60 SHALL BE SECURED TO PRAM MEMImm THEY SHALL BE TIED WITH 0)S415-K (121-MIN) WINE AT INTERVALS NOT MORE THAN S' (221-MM). AS PER A67M C1063. ® KIC KO UT F� PAIR OF TEARS LAYERS, TEARS DETAIL M YIS MAY E4e PATCHED TA E WRAP TAPE PER M PER LAMB'. xea. OR PEEL .STICK DR WOOD 6TUC SHEATHING STUCCO - INSTALL PASTENERS (CLIPS; STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE) WIRE TO FRAMING U0 LAYER'I. S7UCC0 WRAP RID LATER d, FORTIPISER VU LDNS PAPER METAL LATM 67r6'6ELF-ADNERM MEMBRANE PLA614M OVER 4hr4' SELF -ADHERING MEMBRANE PLAOMNG OVER APPROVED HOUSE WRAP. RA6MNG TO EXT®ND ONTO PIPE 4'x4' SELF -ADHERING MC'IDRANS PLA64M OVER APPROVED HOUSE WRAP. RA6NING TO EXTEND ONTO PIPE ]' THICK 3 COAT CEMENT W 1:ONT. EIEAD OF SEALANT PLASTER INSTALL APPROVED HIOIJdlURM AIR METAL LATH IMILTRATION ELARWR OVER TM ' 6HPAWRB LAYER 4, FORTNEER BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ WRD LAYER 9, QV. FINISH (SEE TTP WALL SECTION) 6NC40 WRAP SHEATHING SECTION PER SECTION oenlor _ of poMnd cam.nl pi.Mr "it comply T1th V. application feq, i._nb of ASTM C 82618b. 'm nation of exbxior lathing and naming .hall -mply vdth ASTM C 1083-1 W, orASTM1787. 4'x4• SELP-ADHERING MEMBRANE PLASHING (COMPATIBLE W/ HOUSE TRAP MATERIAL) OVER APPROVED MOUSE WRAP. P OR LESS PIPE CUT WOOD SHEATHING OR CMU WRB LAYER 61, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT I-LASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER anrxnuaLL SCREED z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING i (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE N.T.S. STEP 02 TRATION DETAIL CF LEGEND FLAGMM (COMPATIBLE W/ HOUSE I WRAP MATERIAL) OYER 4'x4' SELF -ADHERING MEMBRANE PL.AGNING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ono PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADHENM MEMBRANE FLAGWING DRAINACxE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — - — - — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO r- WOOD OR 1116ll ZIP WALLF/727/72UN SHEATHING SELF-ADHESIVE FLASHINC-s — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R703.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-7746078 FAX 407-7744078 www.abdesigngroup.com AA k: 0003325 r, C R a IRA >suHDIV. Qe LOT ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODELA 3EEB "2260-ELSTON" GARAGE SWITTG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 PH E . C rATE; 5/25/21 4"=1'-0" A1 oll INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME SE=FF OHF FELXHAUST. TO BE: `.X I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO DE SET IN DED .� OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT 1 WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND r VENT -APPLY SEALANT ALL i� JOINTS AND INTERSECTIONS 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A' CAULKNG 6 JOINT ALL AROUND I PER SECTION R 7 EAerlor lafhirin and olasierina BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. x. I , k Installation of exterior lathing and framing ' 1 shall comply with ASTM C 1063-19a, v. or ASTM 1787. WRD LAYER h, STUCCO WRAP HOODED VENT X, i' THICK 3 COAT CEMENT PLASTER METAL LATH 00 LAYER -2, PORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING UM LAYER'1, STUCCO WRAP URB LAYER 4, FORTIFIBER WOOD — CONSTUCTION -METAL LATH Is' cmVINYL CASING DEAD V'-6'RAI0EO DA40 ' WIDE STRIP SELF DHESIVE FLASHING, CLEAN ASONRY BEFORE APPLYING FLASHING STOW VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WfSTONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR *1/161 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES 9 DRYER VENT (BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE — FLASHING (NSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: NT.S. ELEC. METEI VERIFY LO NICCFi I V RGVGI VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER ---X' TO Ys' MID -WALL WEEP SCREED WOOD CONSTRJCTICN 6' SELF-ADHESIVE FLASHING a cru -------- WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) 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 "' c" """• R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O 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 BOX INSTALLATION WRB LAYER N, STUCCO WRAP WOOD SHEATHING ,-WOOD SHEATHING ,-a LAYER-1, STUCCO WRAP �tURD LAYER *2, FORTIFIBER OUILDING PAPER META- LATH /-1/S' TEXTUIED FINISH • WOOD FASTEN TO WOOD STRICTURAL �MEMr06R • 1' OL. MAX "-i' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BERM APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 STEP #1 STEP 112 HOUSEWRAP BELOW WRB LAYER 'I, STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP )KI WRD LAYER R, FORTIFIBER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z DEAD OVER 60 MIN CsRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ CV. FI (SEE TYPICAL 0 SECTION) METAL LATH STEP #5 5TEP 1*6 l 9) ELECTRICAL RECEPTACLE d N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup•com AA If: 0003325 a"BDIV ee IAT ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODEL- 3EEB "2260-ELSTON" GARAGE SWIWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 UPH EXP. C lR NO 9V9D 04 DARN 05/25/21 SCALE: 1/4"=1'-0" SHE�E�TT dd A2 WOOD SWEAT14NO WRIS LAYER h, STUCCO WRAP (WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER 9i HAT CHANNEL J' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED - TO SHEATHM BEHIND WEEP SCREED D SHEATHING �`..—a• PosITVE DRAM WRS LAYER 9, J , STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER 6' SELF-ADHEREING AM66-WRLIC-TS® CUSTCM CASING, FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW ' WRB LAYER N, %; eTUcco WRAP iSL, •% i '� , WRB LAYER 4, FORTIFIBER - , Itl I i BUILDING PAPER , SELF-ADHEREMG UIRB LAYER M, FLA8NMG WRAPPED STUCCO WRAP �v �� • CORNER OF CANTILEVER AMIGO AM66-uPWC-'I8m �ISTOM CASING BEAD - 1 y `-4' 2 nocP POSITIVE DRAM arpaan ELD —1 ,GAP IN FI (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 DTL. ® CANT. `10A SCALE I I/2'•1'-m' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL WlTEXTURED � PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CABIN, BEAD L 11D DRIP EDGE INSTALLATION 5/6' TYPE 'X' DRYWALL W(TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRICTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER FA J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER 'Q J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DMa__FDGE INSTALLATION ENT. WOOD FRAME( WALL SUS -FLOOR DECKM6 PRE-01I TIa188 WEATHER RESISTIVE BAMWER 9 n.aTNERRESISTIVE DARRIER -2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD "ATHM6— LNO &AP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE Yi GAP FOR BACKER DRY WALL ROD 4 SEALANT— THICK CKVINYING 3 CHAT CEMENT L CASBEAD 1I WATER PROOFINlet- -VINYL CASING READ LAYER (2 LAYER PEE 4 STICK) 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 C.A. CsAL.V. PEEL 4 STICK) METAL DRIP EDGE SET IN FULL BED OF PEEL i STICK SEALANT, JJ' MM. STICK •DRIP SPACE PROM DRIP EDGE TO FACE TO TREX DECK Y4 GAP FOR BACKER I VXI 94 P.T. OR SIPRULATED ROD A SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD I WATER PROOPING MC WEATHER RESISTIVE LAYER 12 LAYER PEEL 4 , y 6ARRIER STICK) WRAPPED FROM WEATHER RESISTIVE SALC40W DECK TO BARRIER 4 CANTILEVER• W PEEL A STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUS FLOOR EDGE ® 3' X 3' 26 GA GALV. METAL DRIP EDGE OET M PULL DED OF 1 VXI 1W P.T. OR SIMULATE SEALANT, JP MM WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR SPACE VINYL CASING BEm ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICKCOAT CEMENT FLASMETAL LATH bW TYPE 'X' DRYWALL WOOD SHEATHING WREXTJIRED •PANTED LLCAT14EM RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE COAT CEMENT R II-LASTER3 VIM-L CORNER BEAD 4 TIIVEDRAM LLEEP •'..s VINYL CASING BEAD NO GAP M FJeLD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION PLU9N SHEATHING EATHER RESISTIVE ARMER h EAR RESISTIVE ARRIER 4 SAF. \ -EEL 4 STICCK I JIWx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 CsA. GALV. METAL DRIP EDGE SET M PULL BED OF \PEEL 4 STICK ®SUB FLOOR I If'XI N P.T. OR SIMUL, WOOD (TREX) FILLER CONTINUOUS Ys' GAP FOR SEALANT OPT. GAGGER ROD. - MODIFIED w 3/4 RESILIENT HAT CHMNEL VINYL CASING BEAD—\ 5/S' TYPE 'X' DRYWALL W)IEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER -2 EXTERIOR SHEATHING COLUMN SHEATHING LEGEND- i )(t'x3"L•FLASHWNG DRAINAGE PLANE (WR5 FULLY EMBEDDED IN ROOF CENT LAYER 01, STUCCO WRAP) I Jf' X 3' 26 GA. CiI METAL DRIP UJR5 LAYER 02 (FORTIFIBER — ...... — OF SET IN PULL BED BED SEALANT, Ji'MIN. BUILDING PAPER) SPACE FROM DRIP FACE TO TREX ✓INYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR -1/16 ° ZIP UJALL J' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINYL COIRIER 8F_AD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (Wf"L" FLASHING) SCALE NTS WOOD SHEATHING WRB LAYER N, STUCCO WRAP 2x PRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIP15ER 2 1/2, BUILDING PAPER—\ FASTENED TO SHEATHING • T' OTC. MAX. / METAL LATH s' WRB LAYER 9, THICIG, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING b*SELF -ADHERING METAL LATH FLASHING WRB LAYER Q, FORTIFIBER BUILDING PAPER ORNER HEAD ® FRAME DRIP CAP 14A WINDOW FLANGE k 2 1/2' -�r CORNER BEAD (FASTENER 4 SPACING a 11- O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ( 4 R�CORNER BEAD � BLOCK WOOD SHEATHING WRB LAYER 01, STUCCO WRAP i WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED I' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB•LAYER sl, STUCC�WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-77"078 www.abdeslgngroup.com AA #: 0003325 a N A �n fill I SunDIv. & TAT ABBOTT PARK LOT #17 BLK. # 11 PROJECT* 04181.000-17111 UODEIA 3EEB "2260—ELSTON" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C Yi GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING CASNKs BEAD PLASTER LEGEND � IX TRIM MEMBER TO TRIM METAL LATH WRB LAYER R, ® STUCCO TO STUCCO BAQAp SIDING TRANSITION IIlRB LAYER n, FORTIFISER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHINGa WRB LAYER 02, FORTIFISER WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER ' ; WRB LAYER "I, BUILDINGPAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH J' THICK 3 COAT CEMENT WRB LAYER w2, FORTIF15ER S� Lj'�j� STUCCO LAYER w, STUCCO PLASTER n i i BUILDING PAPER STUCCO WRAP WOOD OR 1/16' ZIP WALL WSELF-ADHERING METAL LATH BASING BEAD SHEATHING FLASHING ' — — THICK, 3 COAT CEMENT b' $ELF-ApHEREING SELF-ADHESIVE FLASHING — — VINYL ANGLED �•`�{EXPLODED J' FLASHING OR PEEL 4 STICK CASING BEAD vIEW FOR PLASTER SIDING TO STUCCO i- CLARITY) CASINGBEAD ---------------------------------------------------------------------------------------------------- i 1 g J' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER ` WINDOW FLANGE WRB LAYER 9, ; METAL LATH STUCCO WRAP ! f VINYL ANGLED { rw+crBEYOND roH CASING BEAD it WOOD BHEATHMG ' y WEATHER RESISTIVE WRB LAYER "2, FORTIFIBER BAWdER BUILDING PAPER i WEATfaQRREw1ETIVE �♦ i WINDOW FRAME I BARRIER a / /j \ _ — _ - �— LAYER 02, FORTIF15ER METAL LATH I�, x T Y LAP slow. / / \ WRB \ �� lVf RE1Ed1 // I w.m IHs'D� BUILDING PAPER I d' THICK 3 COAT CEMENT Fr ; WE R i ATHER RESISTIVE ; PLASTERa� , i BARRIERa E-Z BEAD VINYL CASING I ' STARTER STRIP / `� �\ BARRIER ; ,( (W/ 'FLEXIBLE PVC BACKER ROD) I FLASHING HERING J I `�` y � , -A�w i 1 oxw METAL •.. GALw META' 7' FLANHM6 I DRIP CAP = ti� i WRB LAYER EI, STUCCO WRAP, i xo 8, SCR I WRAPPED AROUND FRAMING MEMBER I WINDOW FLANGE rRW+ WrAbm:' / ` I 6' SELF ADHESIVE FLASHING I CASING BEAD Cam? WINDOW „ X6 �HR WOOD SHEATHING FRAME, W BAND `� GAP 2X FRAMING ; 15C �,, ? MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME------------------------ ------------------------ 9 TRANSITION THICK, 3 COAT CEMENT Ya' GAP TYP NOTE: ' CASING BEAD PLASTER NG WOOD SHEATHI;� SEALANT TO WINDOW METAL LATH , METAL LATH: LATH TO 6E PER SECTION '; R103.1,1 / ASTM C-841-14a, MIN. 2B LBS. METAL LATH I I PER SQ. YARD (UTILITY OR NOMINAL WRB LAYER 02, FORTIFIBER WRB LAYER 01,LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER STUCCO WRAP WOOD SHEATHING I WOOD SHEATHING I WRB LAYER 02, FORTIFIBER p °r°o T1ON b' SELF ADI-ERM EUILDING PAPER WOOD SHEATHwG FLASHING i 1 WRB LAYER 01, HEATER RESISTIVE ,/ i uEATRESISTIVE i' THICK, 3 COAT CEMENT ! STUCCO WRAP DARIEER, IER // BARRIER -I TO LAP I I PLASTER ; uEArHER RESIsnvE / \ •' Mw. ABOVE TOP DA WMR 4 / / OF W FLABHMG I X I)," LAP NDwG WRB LAYER 02, FORTIF15ER f: REJ BUILDING PAPER 1 B B �ER�NSrIVE VINYL ANGLED ! •• SELF-ADHEIIlING WRB LATER fl, CASING BEAD ; !� �\ / BARRIER I�lHOlanve I STUCCO WRAP i VINYL CASING BEAD METAL LATH STARTER WRIP / \� `\` / GALw METAL (EXPLODED J' THICK, 3 COAT CEMENT I 1 r F.ASNMG ; OVER FLANGE ' WIDE PEEL t STICK vIEW FOR PLASTER \ / ; an WINDOW FLANGE O CLARITY) GALV'O METAL WEATHER RESISTIVE Z' F.ASHMG BARRIER -1 TO LAP I I Y x r• ATED •' Mal ABOVE TOP E BEAD VINYL CASING WISOD TRIM t�MeER OF •z' FLAM i I 2X FRAMING CW/ 'FLEXIBLE PVC BACKER RO E-z oeaD voxL eASaIG uSIIR MEMBER APPLY FULL BED OF SEALANT BETWEEN ; IWAG'FLEXIDLE PVC / , • SELF ADIERIr� j I 1 FLU FLANGE 4 BUILDING WRAP ; CASING BEAD ® RAISED R)1°"'w� ` BUILDING B��K (FRAME) •TH'"T `CAP ` OR APPROVED `�T WRAP 17ACARRI �ENUTINC IAA IEET♦ERRR �!!e71VE SCAL'-0' WEATHER RESISTIVE E-z BEm vMYL BARRIER 4 mftl FLEXIBLE PVC BACKER ROD) ® SIDING DFRAME TOSTUCCO TFRAME DARNER RUNS j` E Z BEAD WINDOW CASING - TRANSITION A 1.7 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407a74-W78 FAX: 407-7744078 www.abdeslgngroup.com AA B: 0003325 a goin lv ea LOT: ABBOTT PARK LOT #17 BLK. #11 PIIOJECT# 0418 .000-17111 MODEU 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C AMAAAMSOM H O SE TAKENIN KEERNOTHE VENTPROPERLY P, S MID 1P ALIGNED. VENT %PE IS SEALED IF UTILIZED. NNL IN RACE SIpYMJ IN 4' GALVANIZED USING 1-i/4" NNLS AT EACH CORNER. R00%NG CEMENT SHDLAD SE APRIEO TO ALLSIENGLE EDGES NEARTHE OUTER EDGE AND AROUND THE ENTIRE PERNETER AS U E GOOSENEW VENT OPENING IN THE ROOF RECONNENDEOINSEVERE WEATHERCDAJTTAL SHEATHING. SIZE THE OPENING IN ACCORDONCE WLTTL TIE CHART SHOWN. IN THE EVENT A NEpWR ANT FAN IS CONSTRUCl1ONZON:S. USED, SRE THE VENT OPENING INACCORDANOE WM VENT FAN MANISACTIN)E'9 %%NOCONIECDON DO NOT CUT INTO TRW 8E9 OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. REL(I�VE INTERFERING SNNGLE NNLS AROIMO THE 1-- PEPoNEOF OPEMNO SO THAT THENNLINO OF THE A VENT LAYS RAT TO THE ROOF SHEATHING. SUM SLIDE 1 HE TOP MUD SIDE FLANGES OF THE VENT LP AND UNDER SHINGLES. ALLOW THE BOTttIM VENTFLMUCES TDLAY ON TIE TOP OF THE 9NNGLES. ROOF HOOD VENT DETAIL SCALE+ N ATT AT � \ y APR'ROVED )10128YfeAP OVER eNE.4n4NG ovER WD STUD WALL STEP 1 NELC PLAeNRIb MN � r EELOW SILL X PLEXUSES FLASHING DO NOT MAL VIOrTOM PIN STEP 6 TE'MORARLT FOLD-UP4 SEC LOUSE RAP (O TIK% FLAP UNC AL HEAD IN AT U SLOPE BN.L R ASPHALT PLASTIC CEMENT MOLDED AROUND SASE OF PIPE AND OVER RANGE ALIGN RARM10 aY NY. EDGE OF SILL RO. FLY PA81EN FANNED EDSES.(CAP NAL0, STAPLES) INSTALL OUPONT PLDW~ AS n R AWMG AT TIE POLO Nouem~ DOM 4TAPE DIAGONAL CUT 4 ACROee NEAR V WNDOW PLUMBING VENT DETAILS EI INSTALL S' WDE AONENVE - BACKED PLDGM.E PLA&HNG MATERAL OVER DRIP CAP JOINT (FRDIECTO-uRAP ST-20xL w E(i)IV) STEP 8 `"� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTs FROM VALLEY CENTERLINE sm IT 16 TTE CONTACTORS RESPONING LTT TO VLlIFY ROOF VALLEY DETAIL THE! COFTMATI°nIT. of Au PRODUCTS NCLuoING THE! C U.RAP, SEALANTS . SELF -AD ZT6 SCAIN EI NTS FLAM M MATERALA USED OUlIM 0"TRICTIQL 2. WSTALL ALL MATERIALS PER MA IIFACTURIM WRTIEN 6MCIPICATIOM SEALANTO MAT REACT ADV91411 LY IF NOT ZOMPATMU. NOTE, GLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE, R SCHEME SMOAN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING ALLIN7ERIOR PERIMETER OF WINDOW WITH ALANT APPLY ON mu (o EGIAU SEALANT 4 FLUID APPLIED PLA04M (LANCO WHITE -SEAL RC-N OIE EGLIAL). SLOPE SILL TO Ex iNaM. L IT 16 THE =WACTORD 16SPGNNCNLTY TO YOMY THE C0MATH51LITY OF ALL PRODUCTS NCLIJOM SEALANTS 4 OW-ADIER84M FLASHING MATERIALS USED DURING CONSTRICTION. ''.2. FLAMM AT EXIEROR WIDOWS AND DOOR OPENINGS SHALL BE INSTALLED N ACCORDANCE 4KT14 MANlACTU E" INSTALLATION NSTRICTONS AND APPRMD METNOD U OF FOC RTlSA U N ACf.OI INSTALLATION WTN PCTE871WTON MANNJCTkm ERNS INSTALLATION APD FLASHING IU mrotlalcnoNe. J W9�IRGI, SEALANTS MAY REACT ADVERSELY P NOT �.ccr1PATIELE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX 407-7744018 www.abdesigngroup.com AA g: 0003326 y Mill i m Ea. R a 5 avaD:v S. LOT ABBOTT PARK LOT #17 BLK. #11 PROJECT/F 04181.000-17111 MODEL 3EEB "2260—ELSTONTI GARAGE ✓ WWO: RIGHT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C i i / i \ -------�--- --- 2x6 SUB-BANb 77 W/I'x4' NOTCH O ------------ --'- ---------------- END, WRAPPED IN PEEL : STICK METAL FASCIA wRAP d\ i DRIP EDGE I -- -- -'--- 1 \\ w8' TEXTURED ® I \\ FINISH WOOD 2X6 sue BAND-11 1/2' TEXTURED i \ FINISH 0 CMU \\ l .<Y / 1/8' TEXTURED FM18F1 • WOOD, 1/2' TEXTURED PIN184 • CMU METAL LATH { \ -WOOD SHEATHING C OR CMU t UM LAYER 'I, STUCCO WRAP(PRAME ONLY) UA@H LAYER 02, FORTIFISER IBUILONG PAPER FRAME ONLY) MANNEIRM < METAL FASCIA \\ j WRAP Ya' FROM 4 STUCCO, I' FROM \ -------------------- s WOOD WALL \\ \��`—EXTERIOR WALL \\ 1" (FRAME OR CMU) \ NOTE: NOTCH FOR 2X& \ SUB BAND ONLY 11 ®ELEVATION ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) l/8' TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH B CMU \ / 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT 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 WN5'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tU 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY JUN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA S: 0003325 -. 9 8 � b Qr 9VHDIV. ae LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECT* 04181.000-17111 MODEIt 3EEB "2260-ELSTON" GARAGE Bv7NC;: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EV. C FOUNDATION NOTES 29'-8" 17'-7" 10'-D" 2'4, TE-1 T-6" 26'-2" 0'-0, 4" CONIC. UJ ri eo TOP OF SLAB SLAB O ya IW o ci wI O F— FM-16X18 — — — — — — —� .` EXTEND 13'-2•, SLAB 1 1/2" 10'-2" 4 v N I I 00 4" PVC CHASEVAL )I I LL — w I TOP OF �`.`�` SLAB 8'-2" N j Qc I I� I I q fO UP TO 2ND FLOOR 1 u (FIELD VERIFY I EXACT LOCATION) � u d 9 I N G ,., O CW-16X12 1f) Lk2—J— — — — — — — —� CWC-0BX12 F-24 4 M 7,-8„ 23,-4„ O fo I I- - I M §6'A" EXTEND LM-18X18 SLAB 1 1/2"#�!--3-5 —uN 3-7"NI 4" CONC. SLAB FTE�D 1iII m m o m oWa: N L-FMM=16X18 I 2 1A SIM. I q I 4 4 1.1 1.1 L — — — FM-16X18— J 5'-4" '4" 2'40' 18'-0" 2'-10" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-O" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +A'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11,01NDICATES #5 BAR, MINDICATES #6 BAR,0NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (30DO PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7,h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS I BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 18" - (2)#Ss FMC-16x18 16, CONTINUOUS 18" - (2)#5's VARIES TE-1 8" SEE PLAN 8" - (1) 's (-)0--6' TE-2 12, SEE PLAN 10" - O #5's F-24x24 24' 24" 12" (2) s () 's F2-24x24 24' 24' 16" 1 s CW-16X12 16" CONTINUOUS 17, - (2)#5's CWC-16X12 16" CONTINUOUS 17' - (2)#5's #51N CURB VARIES Ft-30X30 30" 30'. 12, 1 #5's 1 (3)#5's 00!4' F1-24X24 24" 24" 17, (2)✓I5's 1 (2)We (-)0,-6" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003326 G � O y D ABBOTT PARK LOT #17 BLK. #11 3EEB 2260—ELSTO RIGHT PAGE: FOUNDATION PLAN JUN 01J12021 ND A AR N D �' 05/25/21 SCALE: 1/4"= i'-0" SHEET sl 3C MIN. EACH wnv MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND.F^— � p SPACING REQUIREMENTS S SPACING REQUIREMENTS V. II e P GARAGE DOOR <WAY $ w v P . _ ". RECESS r FM g w 8" CMU WALL �, 8"CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR w B• �i 6 9 63 IN FOUNDATION WITH 30" LEG EACH .8 AT ALL CHANGES IN DIRECTIONS_FM TOP OF SLAB TOP OF SLABSO THAT THE STEEL REINF. IB CONTINUOUS „ MATCH AMOUNT OF CONTINUOUS BARS CURB FOR . SEE SLAB SCHEDULE °• BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4 CHAMFER (1-STORY) • #3 18" ,-VIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE LE MASONRY UNITS SET T:p. ATELEV: W/ 12" ISOLATION 6' CHAMFER (2-STORY) JOINT (WHERE # #4 24 W/ 12" ISOLATION6' CHAMFER (2STORY) 0-a* i SEE SCHEDULE #5 30" JOINT (WHEREAPPLICABLE) SEE SCHEDULE APPLICABLE) 4 ONS ARE MADE FROM FOUNDATIONS HAVING FOR 1M O' BAR SIZE " FOR wiD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARE PROVIDE THE LEAST AND BAR OUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND #7 42' — EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0 @ GARAGE 6DALE:34"=''� %� CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. a POURED CELL 1U LAP TOP PLATE A MIN. OF 48" o 8"CMU AND NAIL COMMON VERIFY HEIGHT 5 #4 REBAR �24" O.C. � CENTER OF OWt W S, LAP TO OCCUR OVER STUD OF WALL W/PLAN SLAB AALLMRZx6 WOOD BEARING PROVIDE BLOCKING 1 SYP L o '0 5' PED GALVANIZED ZED PIPE D I FOR No 2 SINGLE TB MSEE S PLATE SECURE BT. PLATE TO SLAB W/ SPACING. NEW REINF. BAR °� 1/7'x9" WEDGE ANCHOR W/ 2' W/FLANGE 0 BASE SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP SET IN HIGH STRENGTH n I 5 EPDXY. MIN. EMBED PLATE EPDXY 5-1/2' EMBED. MIN, 0 16" OC ` 4 6', UNO SIMPSON SPH4 OR SPH6 MAX. • . °• 15 FOLLOW ALL MANF. BTM AND TOP PLATE F 4 4" CONC., REINF. W/ I SECURE FLANGE TO SPECIFICATIONS FOR USE AND 9 I ANCHORS W/ 10d x 1 1/7' M % k6' #10 WWM ON I 6-MIL POLY ETHYLENE SLAB W/(4) 1/4" X 21/4" 4 w 4„ 4„ PREPARATION OF COMMON NAILS FILL ALL HOLES, DO NOT USE 10d m VAPOR BARRIER ON TAPCONS) HOLE %O SEE SLAB SCHEDULE w •II Tom' WELL -COMPACTED ; CLEAN FILL TERMITE TREATMENT SHALL BE a ? TOP OF SLAB .. ; ,• •; BORA-CARE (2) CONT. #4 REBAR I• 4" CHAMFER (1STORY) °�• r 6" CHAMFER (2-STORY) a, (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR 95% 12' IN. DEPTH INTO EQ. EQ. SEE SCHEDULE COMPACTED SOIL VIRGIN OR ENGINEERED SOIL p SLAB HEIGHT LESS THAN 3'-6" PER PLAN BOLLARD 5 BQALE: 3/<"=,'•D" ADDING BAR TO AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL 7 EXTERIOR MONO DEEP MONOLITHIC FOUNDATION scALE:34=1-0" (W/UPLIFT) 6 FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0" 1 A SCALE: LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM, VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, V O/C BTM. STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2K4 OR 26 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/10tl MASONRY STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL a i NAIL 16' O/C STAGGERED. ADDITIONAL METAL 16' O/C STAGGERED. ADDITIONAL METAL Q J CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO w UPLIFT IS PRESENT. UPLIFT IS PRESENT. ,w 8" CMU WALL w POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE z 0-0 •+� IT' " CMU FILLED CELL (TYP.) _ TOP b I• OF SLAB +- d-0„ SEE SLAB SCHEDULE WALL FRAMING TOP OF SLAB "4 +- SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5" TOP OF SLAB _a< ?- m ••_ MINIMUMEMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • • b ° ° CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX ° • -� POURED MONOLITHICALLY WITH e — �- FOUNDATION AND SLAB ° SEE SCHEDULE11ARS SEES EQ. EQ. SEE SC FOR WxD, BAR SIZE AND BAR TY , SIZE / TOR MD, BAR SIZE rUA q FORE xD BAR SIZE BAR SIZE AND BAR QUANTITY l!1 {N� AND BAR OUANTITY INTERIOR CURB FOUNDATION WOOD WALL 8 INTERIOR FOUNDATION WOOD WALL 9 SCALE: (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD INTERIOR FRAME BRIGWALL TO BLOCK WALL CONNECTION SCALE:3/4"=1'0 (NO UPLIFT) SCALE: 3/4"=1'-0" d N.RONALD REAGAN SL LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 C JIL R _3 D M 05/25/21 SCALE: 1/4"=1'-0" 8HEET S1.1A PAVERS - � 0'-a' A TOPS r" L_Z�_ SEE SCHEDULE FOR W`O' BAR SIZE AND BAR QUANTITY TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1YY'=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2k9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 5-1/7' EMBED. MIN. @ 16' SIMPSON SPH4 OR SPH6 OC MAX. STM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x W -SEE SLAB SCHEDULE SEE SCHEDULE FOR W.0' BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scaLE:3/4"=r-0'• (N// UPLIFl� MIN, ID" TREAD W/i " NOSE #4 REBAR(TYP,1 - • TOp pF SLAB 117' RADIUS OR CHAMFER .g zw � ti w t2 2 EXTERIOR STAIR DETAIL SCALE: 12"=1'-a' STEEL REINFORCING IN GROUTED Y s� CELL SEE PLAN FOR SIZE AND 5 SPACING REQUIREMENTS U �m m 3 S' CMU WALL TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4"CHAMFER (1-STORY) BAR SIZE 48 BAR DIA. i W/ i/2" ISOLATION 6" CHAMFER (2ST0RY) 1g, JOINT (WHERE • APPLICABLE) - MATCH STEEL #6 3a' 6" PVC CHASE 5 REINFORCEMENT„ 3v PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR BARANTIZE AND BAR QUANTITY TY PVC CHASE (Ditff_u_� STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS s 8"CMU WALL w SEE SLAB SCHEDULE - °e° o ° EQ. EQ, SEE SCHEDULE FOR MD, BAR SIZE AND BAR OUANfITY INTERIOR CURB FOUNDATION CMU WALL REINFORCEMENT PER SCHEDULE NG STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS S 8" CMU WALL �g 9 � SEE SLAB SCHEDULE SEE SCHEDULE FOR V*O, BAR SIZE AND BAR QUANTITY 4 INTERIOR FOUNDATION CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.Dom AA ff: 0003328 �0 6 W rr 14 "aVBDIV. & LOT" ABBOTT PARK LOT #17 BLK. #11 3EEB "2260—ELSTON" GARwCE awnf0: RIGHT DETAILS 03 AMR F,pDAM 05/25/21 aCALM: 1/4"= f-0" 9*EC= S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = I'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 13N4 R as 9tMDIV. Se LOT: ABBOTT PARK LOT #17 BLK. #11 pROJB.CT# 04181.000-17111 MODEL 3EEB "2260-ELSTON" GARAGE SIVIING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 Vfji EXP. C 3 202 IDATE: 05/25/21 SCALE: 1/4"=1'-0" 19*IMET 51.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAMWAS VARIES PER ELEV. • TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. ° 4 1441 N. RONALD REAGAN BLVD z LONGWOOD, iL 32760 � ° .a.__ •_ PH:407-774$078 FAX: 407-774-4078 ww w.abdesigngroup.00m •a. AA A: 0003325 < i p1� IP *5 RARS -04 € To RIM I I I - / WAK JILt I 4tl IiAK UTA #3 18" CMU UNIT ° ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 46 BAR DIA. METHOD ##44 24' g % MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #s 31" 3 SCALE: 3/4"=1'-0' N � REINFORCING 2 REINFORCING �; �� � ui SCALE: 3/4"=1'-0" SCALE: 3/P'=1'-0" O NEW REINF. BAR 0 I SECURED W/ 2- PART a EPDXY. MIN. EMBED j5 6, UNO w S FOLLOW ALL MANF. SPECIFICATIONS FOR i USE AND PREPARATION OF HOLE. a �� A . •a 4. STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-U' SU13DIV. & LQT ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODELa 3EEB "2260—ELSTON" OARAGE SWING: RIGHT PALM DETAILS 160 AD H EXP. C 31 A. DRrmt ATE: 05/25/21 sCAL.E: 1/4"= V-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HI OA OR LGT2 W/ 10d x 1 112" 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 CONCRETELINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER (fQ 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 DECRRIIPTION REMARK tO (2)2x6 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fe (psi) �H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8xl6 — (1)N5 (1)A6 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 (1)ri5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8RF14.1T/0M/0E BTM. a 6'-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 114" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA N: 0003325 n o V a StmDiV as LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODEL. 3EEB "2260—ELSTON" GARAGE swsxG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 02 DATE: 05/25/21 SCALE: 1/4"=1'-0" aFIEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.&,I''• 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL, 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING it PLACE STEEL HEIGHT. #5 CORNER BAR W/ �" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O' H OOK REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �NG<N AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8k16' m p� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 IRIS / TOP OF THE LINTEL. / a M`�aQ� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. / P¢,S' h BOB DBL. BOND TOP OF 4 6 BEAM W/ (1) #5 BAR BOND BEA / EACH COURSE • 8X8 BOND BEAM TOP OF 30" TYPICAL #5 BAR IN BOND BEAM8z8 • p��N�Np F=FILLED W/GROUT W/(1)#5 BAR •y: BOND BEAM o tNO U =UNFILLED GROUT SOLID FROM OP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH F #5'S, IN 2ND BOND BEAM,IFLLED LINTEL. BEAM COURSE SEE NOTE 5 �C*o PRE -CAST CONCRETENOMINAL-�16- 1 LINTEL W/F8 BARDT CORNER LENGTH OF BAR = WIDTH OF MASONRY 0 HEIGHT BONDMC OPENING-z' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-fY' THAT XFXX-1T/1MIOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'( AND XFXX • 1T OMOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT AND XUXX-lT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN 2z6 (MIN 2 X 3) 2-3/18 TAPCON PRE -CAST 'a 144" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD 6IZE.3OD SILL MIN EMBEDMENT 1 1/4') 8' v SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" �0' '�'� M EMBEDMENT � 2z8 (MIN 2 X 3) 2J/i6 TAPCON OR VE PIN N OPEN FACE SHELL SO SHANK SIZE, 145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/w. 8" FROM EACH END AND 1 SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT TOP BOND BEAM WI STANDARD ACI HOOK MASONRY WINDOW 7119'TYPICAL CMU WALL HEATHING CORNER BARS 3 AT CORNER STEP SILL CONSTRUCTION C ARCHWAY FRAMING DETAIL SCALE: 34" 1'4O' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I ISINGLE #5 CORNER Q�gF II I / BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I IIII / 8x8 CMU PIER I / WI SINGLE OR DOUBLE REINF. SARIS), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-D' 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 1 h ZFW 8L78DM de LAT ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 HODELa 3EEB "2260-ELSTON" GARAGE 9VWG: RIGHT PAGE: DETAILS 160 MPH E . C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 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. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 40 (310X3112') HTT4 W/ S/8" DIA. x 5" EXP. SYP, PT, WOOD POST 1 BOLT r- — — — — — — — - FIRE L--------I FLOORB�� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR.TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS i 3/4" PLYWOODI DRAFT STOP PRE-ENG. FLR. JOISTS ,'� I 11 fl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON LGUM46-SDS W/ (4) 3/8" X 4" TITEN HD ANCHORS TO CMU & (4) 1/4" X 2 1/2" SDS SCREWS TO BEAM II II II n II II'� V) II 'SIP i II 1 II II II II ^1 II 11 11 11 11 ' 11 ir- II 11 11 II II if 11 11 11 ��I I. II II II II II II II II II II II II -�� II II II II II II II II II II II II II II I III II II II II it II I 1II II II to 11 it II II II II II II/� I�t--II II II II II 11 11� "it II 11 11 It 11 IIF1'11 II 11 II Tj II II 11 11 It n 11 11 II n 11 II II II II II II II II II II I�l1A 11 11 11 11 11 It 11 11 11 U If 11 11 II II II II II II II � 11 II II II ii 11 11 11 11 II It 11 11 � II 11 11 it II II II II II II II II II �) II II If II II II it II II If II II II II '�%III II II 11 It 11 11 11 SECURE 2X12 HDR It II 11 11 II II II II TO 2X8 HDR MTS-20 I) II II STUC Il W/(14) 0.148'k 2 1/2" DBL u u u WD 1 NAILS ❑ 11 u u it =A7ia=�i� STUDS J3A n s — —IF EJ4 J1A II tl SIMPSON HETA 16 W/ (2) 1/2" WOOD PANELS n n II II n n u II II II u u II II II II II II I II II II II II II II II II II II 11 11 _ II II II 11 11 FJ1II.. II II 11 II _ HJ7 SECURE 2X12 HDR L PROVIDE DRAFfSTOPPING c : TO LBW WI MTS-20 = _ = ALONG THIS TRUSS AS TO W/(14) 0.148"x 2 112" LIMIT AREA TO 1000 S.F. NAILS PER FBCR 502.12 _=_=_—____—___ `SIMPSONH2WFNu'181.1f/4�4�GA Th 9B 1013 3 PRE FABRICATED I -JOIST 024�D.C. MAX FJ4 FLOOR FRAMING PLAN SCALE: 1/4" = l -a' IJOIST 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 R 8UDDIV. a LOT ABBOTT PARK LOT #17 BLK. #11 PROJECT* 04181.000-17111 MODELt 3EEB "2260—ELSTON" GARAGE 8WWG: RIGHT PAGE: FLOOR FRAMING PLAN 160 MPH E . C 03 DAM 05/25/21 8CALE: 1/4"=V-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON (9) 10d x 1 J' NAILS TO TRUSS (1) SIMPSON HETA16 HT5M20 W/10 10d TO B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH TRUSS AND (4)1/4" x 2 14' NOTE: APT SYP #27'x4", MII rift SHEATHING TITEN 2 ANCHORS TO (12)16d x 1 J" NAILS TO TRUSS FASTENER SCHEDULE" GIRDER. x 1 � NAILS 70 6", 8" x NAILS, MAY O ADDED CON POURED LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ tOtl NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS NOTE: APT SYP #2 2' x E CONJUNCTION WITH ACCOMMODATE GIRDER (16) 10d x 3 }" NAILS TO GIRDER AND 6, 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAOAN BLVD (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/tO tOd TO LONGWOOD, FL 32760 WITH (12)16d x 3 k' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 21/4" PH: 407-774.6078 ADDITIONAL PLY MAX. TO A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078 1x2, a WOOD FASCIA ACCOMMODATE TRUSS W W W.abd881gngroup.Com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) t' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL AA . 0003325 2x SECURED W! (3)16tl }' x 2 �' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 142c WOOD FASCIA (2) �' x 5" TITEN HO TO CMU AND (18) SDS }"x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) k' x 5'TITEN HD TO CMU AND (18) SDS �' x 3" 1x2 SECURED W/ 1Otl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 SS (2 OR 3 PLY) 2' COVER & 2' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT=U:2705 LES(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 6QALE:34„=,-0 1a 1b 1c GIRDER CONNECTOR(S) CA 3'4-='�" TYPICAL ROOF 2a 2b 2c A GIRDER 4- CONNECTOR(S) 8'.W MAX (Wnx4) OR 1a-0- MAX (Wm(4) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM.CHORD BRACING, SEE ¢¢ PLAN FOR LOCATION PER ELEVATION h� F MAY OT BE h rr IfA PELEVATION PRE-ENG (JOIST LSTA1220 GAUGE W/ 10dz12 HOG COMMON NAILS, EACH END TOTAL OF 10 r 6500 8000 60 0p 40 3/4"WOOD PANELS (2)12"WOOD PANELS 2x LU WOOD PANELS 2x LUMBER BTM. CHORD OF WOOD ROOF TRUSSES `\ \\ (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE DIAG 1BRA*CE TO COVER 5 TRUSSES) 4�-U' O C. ( TRUSSES AT SHEATHING T IILou i 5/8" GYPSUM BOARD OR 1/2" HIGH 0'-0" TO 30'-a' (1) "X" BRACE �`" "'•'�� �` STRENGTH CLG. BOARD 30'-1" TO 60'-0 (3)'9P' BRACE SECURE 21 T. PLATESSECURE (JOIST TO TOP PLATE LWI-JOIST WITH (1) "X" BRACE CENTER TO BLK W/ 12" DIA. x BACKER BLOCK FR" M BRACE DIVIDED EQUALLY ANCHOR BOLT W/ H21 IGH wl (2)12tl TOENAILS FROM CENTER TO END. 1x4 BTM. CHORD BRACING 6'-0" O!C END WALL OR OTHER WASHER SET IN HIGH DOUBLE TOP PLATE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 8' 10'-0" O/C MAXSECURED Wf (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 32' OC COMMON NAILS AT EACH CHORD MAX" 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" WALL W/SYP No 2 STUDS SEE STIFFBACK (AS PER O.C. MAX PLANS FOR SPACING. SINGLE TRUSS ENG) BTM. PLATE To BE PT. BTM. CHORD CONT. 2x4 SECURED W/ BRACING 6Bi[S sAmmm PROVIDE DBL. TOP PLATE HTHMM TT4 W/ 518" A.B. WITH V SCALE: 3/4"=T-0" (2)10d's EACH TRUSS MIN, 7"EMBEDMENT TO BE INSTALLED@ 4500 3/4" WOOD PANELS PROVIDE BLOCKING TO SLAB & (18)16d x 10'-(7' O.C. MAX. 6000 (2) 12' WOOD PANELS 12" GYP, WL. BD, 111' NAILS TO POST., 80 (2)12"WOODPANELB n/' POST TOSITDIRECTLY PERPENDICULAR TO I -JOIST SEE 90 2x LUMBER NAIL SIZE EEAND PATTERN S1.1A FORON SLAB ��. (2) • r.,, ,�� ..,....., ter.. 1 . FT. �. xpIJOl6T «IJOISTi MAX W SPACING FRONT y; V�BOND BEAM REQ. n• ��� SEE FRAMING PLAN .(.YP�� LEDGER a• p. ENO OF 6 b 0 0 LEDGER . ° a BOARD (2) 2X12 SYP P.T. 1213/4" EXP. BOLT �" LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR .:' I -JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USE DPERPENDCULAR W/2"WASHER &5112' LEDGER BLOCK WALL W/ GABLE END `f SCALE: 3/4"=1'-0" 5 WITH (JOIST MIN. EMBED. (TYP) 7 I SCALE: 3/4"=1'-0' (NO UPLIFT) PRE-ENG D TRUSS PARALLEL TO I -JOIST (2) 2X8 T 24' MAK via 2a MAIL W/ e• MAx. END SYP, P.T. F H A G W018T 4JGIST SPACING FRONT SEE FRAMING PLAN �,p .r,�P LEDGER END OF .L.. N? w LEDGER NOTCH DEPTH EDGE w BOARD W 4 THE USE OF ALTERNATE MATERIALS MAY BE 1. HOLE EDGE >5/8" 2X8 SYP P.T. 1/4"X6' TAPCON 10 f LEDGER BOARD TO W/ 3" IN. EMBED REAR 19usmv. a LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECT# 04181.000-17111 MODELS 3EEB "2260—ELSTON" GARAGE SUMM RIGHT PAGE: DETAILS (I —JOIST) I' 160H E C TYPICAL LEDGER HOLE DIAMETER USED SO LONG AS THEY CONFORM TO THE <2I5'D SGL. STUD BE USED PARALLEL OUTER 1/3OF TO (JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. rat TE HOLE EDGE >5/B' 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A - SIMPSON IUS1.81116 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS, A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES O Q 8 - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W! (2) 314'" WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND J EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED(2�N6d GALV.'COMMONN NAILS LBS, TO HEAD RAND)(2)1Odx1-�EGALV./NAIILS TO JOIST FLOOR JOIST LEDGER SCHEDULE ASIMPS SIMPSOECTIONSN INDICATED. ROOF FLATTRUSSES E TWIST SUBJECTT UPLIFT, F1, AN F A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT 70 UPLIFT, Ft, AND F2 FL#17241 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIE BOLT SIZE MIN. FlD DISTANCE CBfINN. SPONG BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 SS, U < 1610 SS W/ (8) 314"° WEDGE-BOLT/J-BOLT, 5" SUBJECT TO F1 AND F2 FORCES. PLATE < 3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 A, q DOUBLE SYP 2(8 1l4" B' 24" O/C MAX. 8 DOUBLE SYP Z02 (2) 3/4" 1. 24" O/C MAX. E - SIMPSON MIU4AR .75/16 G < 3455 LBS, U c 210 LBS W/ (8) 3l4"' WEDGE-BOLTiJ-BOLT, 5" MIN. W ­. �.""'"n_ i v ncr ry "'i ni".•vuv. rvn -vwooi FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x S" TAPCONS W/ MINIMUM X EMBEDMENT. 8. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLTIJ-BOLT/TITEN BOLTS DATES 06/25/21 W/ 5.1/2' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS BCA X: 1/4"=V-0" AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL (I -JOIST ALTERNATE MATERIALS aHEET A 8 SCALE: 1 12 =1' 0 SCALE. 3/4"=V-0" 1 O SCALE: 3 4" 1'-0 1 1 SCALE: 3 4"=1'-0 S 3° 1 L� SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMMON NAILS EACH END WOIST J LVL- PLATE STRAPS W/ 10tl x 1 1I2" HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL S" CMU WALL REINF. PER PLAN PER ELEVATION oB� PER ELEVATION jk 2x4 P.T. CEILING NAILER W/ MASONRY NAILS 012.O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG C 3' O.C,; STAGGERED AS SHOWN DBL, 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.,A 8"CMU WALL —}' X W TAPCONS REINF. PER PLAN PER ELEVATION IJOIST (SEE 8 FRAMING PLAN) PER ELEVATION J. 24-MAX, (2) 2x4 P.T. W/ MASONRY NAILS a 12' O.C. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 1X2 #8 WOOD SCREWS x 7' LONG Q 3" O.C.; STAGGERED OFF CENTERLINE 314" AS SHOWN -JOIST (SEE FRAMING PU DEL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3. to SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOWW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT, PLATE TO BLK . , Wl TRUSS PLAN TRUSS TO TOP PLATE 5B" GYPSUM BOARD OR 1/7' HIGH Wl l7 DIA. ANCHOR BOLT W/7' - A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 18d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 20 OR 216 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DEL. TOP PLATE • PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM 12' GYP. WL BD. O• AND TOP PLATE ANCHORS W/ 1Od x 1 12' COMMON NAILS SECURE ST. PLATE TO SLAB W/ d CONS. FILL ALL HOLES, DO NOT USE 10dx3' 12"x9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TO LED00d'aQEACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. EPDXY 5-12' EMBED. MIN. @ 16' 1 l)a 10b 1 QC OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 D„D,, SCALE: 3/4•'=1'-0•• < 4 A - STS-12 U c 990 LBS W/ (14) 10d GALV. NAILS. M # 9 B - SIIMPSON MPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'X3"SDS, (1) 5/8"° AT.R. TO HDU4 AND (10)1/4" X 212' SDS TO POST i ()(:gb TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=1'40' POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U.4,565 W/ 5/8' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-12' NAILS TO POST. 1441 N. RONALD REAGAN BLVD; LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AAA: 0003326 O etmDIv. ds LOT: ABBOTT PARK LOT #17 BLK. #11 PROJECT* 04181.000-17111 MODEL: 3EEB "2260-ELSTON" GARAGE Blf MG: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C 4 0 S2. bo ro N Y c o TOP OF DECK U � O a Y c r --'�, OPEN ---' �=---'--------=J '4 io N v Fl 2'-8" 9'-0" 6'-10" V-10" 2W-8" SECOND FLOOR DECK PLAN SCALE: 114" = t'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 h � xmx S O p rc is flusvm Ae MMI ABBOTT PARK LOT #17 BLK. #11 P1tOJECT# 04181.000-17111 MOIDELc 3EEB "2260-ELSTON" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MA EXP C L \AR'NO 93723 ',A D TE 05/25/21 9CAL.E: 1/4"=1'-0" MIEET S 4 LAPTOP PLATE AMIN. OF`48—� AND NAIL WJ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS ' 4" O.C. BTM. AND QUANTITY PROVIDE 1x LAP TO OCCUR OVER STUD WOOD OR 112' PLYWOOD FILUER(S). NAIL ALL TOGETHER W1 16d COMMON NAILS, 2-ROWS, 61 O.0 SHORT 2x STUDS --- BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE 314" OIA. x WMIN. EXPANSION BOLT W1 30 OVERSIZED WINDOW WASHERS PLACED 16'O.C. 4�' MIN CONIC. EMBEDMENT SECTION A -A SILL & HEADER FKMING A — A SHORT 2x STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING J AND ANY PLYWOOD SEAMS W1 (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END SIZE AND QUANITY PROVIDE 1x WOOD FILUER(S). L NAILS ALL TOGETHER W1 16d COMMON NAILS, 2-ROWS, 6 S MPSON H10A W1 10d x 110 I I O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ,ALL HOLES --�j OR SPH8 TOP & BOTTOM 4'-O"MtN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 9 AND NAIL W1 16d COMMON 117'GALV. COMMON NAILS NAILS, 2-ROWS,,V' O.C. (AT EACH STU.) FILL EVERY HOLE. DO NOT USE - It 3PLONG NAILS CL i-I 11 M MEMBER OF TOP Lw PT LATESPLICEMUST OCCUR OVER STUD. LSTA18W110dx3--GALV, COMMON NAILS, (7) EACH END TOTAL OF 14 INSIDE NAILS. APPLIED FACE (1) 2x FLAT TOE NAILED TO ,��4p Ty r — �EE SCHED =OR # STUDS ONLY FL#172" " JACK STUDS ..... JNDER JEADER SEE SCHED =OR # FULL HE 2X TUDS LT W1 -----;4;p 14. 3X3 OVERSIZED WASHERS PLACED TYR 37O/C6" MIN CONC.EMBED. 16'MAX. DBL. TOP PLATE CONT. (3) 202 HEADER PROVIDE DBL, TOP PLATE 1/7' PLYWOOD FILUER(S). NAIL CONT, ALL TOGETHER W1 16d COMMON NAILS, 2-ROWS, 6' �d BLOCK:NG FOR SHUTTER O.0 L ALL TOGETHER W1 16d COMMON NAILS, 2-ROWS, 6" O.0 INSTALLAT ON. PROVIDE '10 PLYWOOD F1 LER(S). NAIL 2xiZe 2XIOs 2xft (1) 24 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W1 16d COMMON NAILS, 6'O.C. 24 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 117' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6- 0 C. SINGLE BTM. PT PLATE LAP TOP PLATES (AT CORNER, 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 19'MAX. IS) ZK STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER Wt 16d NAILS, 3- 0 . C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2K STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3� oc� NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN $PAN HEADER SIZE —(2)2.67(3) 2X6 (2)2.8 (3)2.8 (3) 2`8 (2) 2X10 (2) 2X ' 0 13)2X10 (2)2x12 (3)2x12 VWVACM§Jro.a FMSPAOM024-0.11 0 2 0-2ft " H 0 (2) 2X4 (2)2x4 3) (3) 2X4 (3) � 4 (3) 2X4 GBEPLAN SEEPLAN SIMPILM SPAN KINGS $PAN KINGS _t4 (2)M_ (2) Z16 (2) 6 (2) 2X6 I (2) 2x6 (2) 2X6 (3) 2X'S 3-4ft 5-6ft 6-2ft — 3 - 4 ft 1 2 0-2ft 3-4ft 1 2 2X4 Z14 (2)2x4 2 ZK4 2 2X4 0 (3)2x4 (3)2.4 SEEpim 2X6 2(6 2x6 (2) M (2) r2) 276 � T) W-r 72—)M 20 Z14 a4 (2)2x4 2 2X4 (2)2x4 5-6ft 3 5-6ft 7-8ft x 24 M 2X6 M (2)216 ---- i— .4 2, 2x,� x 9�ioft 5 9�10ft 3 2x6 216 2X6 24 (2) _,Oft 2X4 14 2X4 2X4 (2) Z(4 2 2X4 2 N4 10 -12ft 1 5 10 - 12ft 4 2X6 2K6 Z16 2X6 . 6 .6 _,2" Z(4 2<4 2X4 ZC4 Z(4 (2)2x4 (2)2x4 24 Tr 2(6 2X6 2X6 E!L 2xa TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"mT-O' awlim PROVIDE (3) STUDS @ NAIL STUDS —NAILSTUDS— PROVIDE (3) STUDS a CORNERS LAP TOP TOGETHER W/ TOGETHER W1 CORNERS LAP TOP PLATE MEMBERS 12d 0 17- 0 C. PROVIDE (3) STUDS 0 12d (9 12- O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE LYWOOD SHEATHING,--\ "ROOFANALUFLOOR SHEATHING CORNERS LAP TOP SEE"ROOFANALUFLOOR A FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16'MAX. SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING m FASTENER SCHEDULE' V� C2 IM D C1 EXTERIOR MASONRY WOOD PROVIDE (3) STUDS 0 CORNER LAPTOP C 0 NN E CTI 0 N PLATESIEMSERS PLACE 300 ROOF FELT BEHIND VERT. STUDS SO AS TO NAILSTUDS--/ SEPARATE WOOD AND TOGETHER W/ MASONRY1 CONCRETE (TYP.) 12d @ 12- O.C. I/Z'DIA. SIMPSON TITEN BOLTS 5' MINIMUM ltZ'DIA. SIMPSON TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED ROOFIWALUFLOOR SHEATHING CELL 6" FROM ENDS AND CELL, IVFROM ENDS AND FASTENER SCHEDULE' 191 O/C, VERTICALLY MAX IS, OIC, VERTICALLY MAX C3 NAIL STUDS TOGETHER W1 12d 9b IZ'O.C. INTERIOR OR v III B EXTERIOR OF QVI A WOOD WALL (1) 2x TO BLOCK ON Z(4 WALL—j L PLACE 30# ROOF FELT (2) 2X TO BLOCK ON 2X6 & 2XS WALL BEHIND VERT, STUDS SO AS 121 2x TO BLOCK ON 2(6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) JUN 1441 N. RONALD REAGAN JBLVD LONGWOOD, FL327W PH: 407-774-6078 FAY. 407- _ : 078 7744 www.abd"gngroup.com AA #: 2, fill till t. SKM 1111 x 0 rounDm Se Lo . ABBOTT PARK LOT #17 BLK. #11 PROJMCT# 1 04181.000-17111 MODZIA 3EEB "2260-EISTON" GAXAGE OWING: RIGHT PAGZ: DETAILS Q60 MA Exp- C-J 2021 I"s" 05/25/21 DATE: OCALM: 1/4"=f-0" 8 HEL"r S4. 1AI FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIS W/ (9) 10d x 1 1/2"HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x I 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4�. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 @ 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCIRIPTION REMARK (2)Z(6 (2) 2X12 BEAM SCHEDULE 095= INDICATES OPENING BELOW1 T.O.B. =TOP OF BEAM I B.O.L. =BOTTOM OF LINTEL/T.O.A. =TOP OF ARCH/T.OS =TOP OF SLAB ABBREVIATIONS E.E. =EACH END, O/C =ON CENTER, F.E.S. =FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION fc (P-0 SIZE WxH' REINFORC MENT STIRRUPS REMARKS .T.7TO'TM'. -"E SPACING BB1 MASONRY 3000 8XI6 — (1)#S 0)#5 N7A — GROUTED SOLID BB2 MASONRY 3000 8x8 — (1)#5 — N/A — GROUTED SOLID SEE SHEET S5. 1 A FOR SAFE LOAD TABLES 8F8-IT10W0B LINO PROVIDE BB2 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. IT-4" LIND r.T r.T 8FS-1T/0M/0B 8F8. T/0M/0B MAW — SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003326 Ila vi - F4 ; th w sss 0 I-BU13DM &. L074 ABBOTT PARK LOT #17 BLK #11 PROJMCT# 04181.000-17111 MODEU 3EEB "2260-ELSTON" GA6RAGIC BVMG: RIGHT PAGZ: SECOND FLOOR LIFT BEAM PLAN AND NOTES %.160 MPH EXnC FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO V400D FLOOR: SIMPSON LTA2 W/ (8) 1Dd x I 1/2"HCG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d X 1 1/2"HDG NAILS. FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4"NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2X MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36,.177" * x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. A000 BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: T.'ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W1 A 2X6 BTM. CHORD (MIN.) 2 COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3 TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. M AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. I A'NTA'11 AT LEAST " FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN_ SCALE: 1/4" = 1'-0*' 9 q 0 9 0 0 "i Ni RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A oll I I III lei 0 0 x P-SUSDIV. S. LOVIII ABBOTT PARK LOT #17 BLK. #11 ]PltojmcT# 04181.000-17111 MODZIJ 3EEB "2260-ELSTON" C9AP-#.GE 81111 RIGHT PAGE: ROOF FRAMING PLAN Q160 MPH EA U 0 3 I --- 05/25/21 DATI& 11111CAUE: 1/4"=1'-0" 8*ErxT S6 -# ROOF WND 6ESIGN PRESSURES NET (GROSSI ASCE 7-16 ZONE I PSF (7120) ZONE 3 61.20 70.70 PSF (80.70) ZONE2e 70.70 PSIF (80.70) ZONE 3e 82.90 PSF (92.90) ZONE2n 82 90 PSF (92 90) ZONE 3r 90.80 PSF (iGO.80) ZO �E 2r SEW PSF (92i()) .A7 4- -0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: It- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19137STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. i 9r3Z'STRUCTURAL SHEATHING EXP I (40120).(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 W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK_ ASTM lod RING SHANK 2 1,7 0.131 71-&7— SCREW SHANK 170,000 RING M20 RINGS RSRS-03 Sd RING SHANK, 2 3/6' 0.113 �-1667 SCREW SHANK E INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/6' 0113 F1667 SCREW -NAILS RSRS­01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING z USE lfZ CDX OR 7M6'O.8.B. PLY WITH Sol RING SHANK GUN NAILS AT 4" a ; TOPS, A O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS V'O C =1 E:�%j BOTTOM PANEL AND Sol RING SHANK GUN NAILS AT 6'0.c. AT m INTERMEDIATE SUPPORTS OR 7/16'ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED ZONE 1 lOdNALSCIVOC.0 EDGE AND 6'O.C. INFIELD TRUSS 2X4 #2 SYP OUTLOOKER RAFTER Wt BLOCKING a lod NA:LS C 4!� 0 C ON ZONE 2e. 2n, 2r: N EDGE AND 4" D.C. IN F�ELD 16-0,C, IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP LD ZONE 3,3e, 3r 10d NAILS @,VO.C. ON EDGE ANDVO.C. IN F E BLOCKING @ 16!'O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END A 110 SH ATHING TO RAFTERS 21 NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 �ANK o- — OC I Wl." E-1 Fo YP PXT RHIFATHINr, AT`TAr.HMIFN 0 �7 1. RING ..ANK GUN NAILS ' "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8'7' DECK SCREWS' 0 6"-8" O.C� MAX' 0 EDGE$ & 12'0,C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYF. N47 I &U 5UIJ+UQUH ULUKINQ ULULLI 10 ALL LAHIJULU MhMt5LK5 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020.7th EDITION ACI 310-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLO-FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPiCAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOWWRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C3X= MAX" AGGREGATE SUE $HALL BE 31C PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHANIFERED 311r. PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR aARRER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK - FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED I N ACCORDANCE WITH ACI 347 LATEST EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORMANORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING. CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,00,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES $HALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL IDOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W DOT SHALL BE HOT DIPPED GAILY. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN WOF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAJUNG SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROYDE SOLID BLOCKJNG UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERSSYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIENUTY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATE$ SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 064/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE WOW TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIFE MESH FOR SLABS SHALL BE SUPPORTED WTH 2* CHAIRS SPACED T-0"OC. EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO RANDLE CONSTRUCTION LOADS. 8 RESS-GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND ST EALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61 5A61 5M GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A61 5 GRADE 60 IN MASONRY DEFORMED RARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A44SIA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W, THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TF4-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTIOW, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR. LIVE LOAD 40 Pf AND VIER CAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20psfTOPC FID—winnt REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR 38" WOOD TRUSSES. 10 psf STM CHORD -no—oncurrent #5 BAR 30" #7 BAR 42' TRUSS MANUFACTURER VALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36' CORNER SARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE NTH ANSUASCE 7 88:1990� 15 W TOP CHORD 20 psf TOP CHORD IT psf wl ASPHALT SHINGLES) (10 psfwl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. " WOTM CHORD 5 pd STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WHO UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pt WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED = 160 MPH 3- SECOND GUST STAIRS LIVE LOAD 40 pf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROMDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL I V`4 MITED LIVE LOADS: LIN INHABITABLE ATTIC THOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH U LAYOUT ' SPANS& ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUT$ THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS UC AFFECTTHESTR TURALBEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pgf, GUARDS AND HANDRAILS: 20Dpbl, GUARD IN -FILL COMPONENTS: 50pgf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER 0 RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 509sf, ROOMS OTHER THAN SLEEPING ROOM: 40pf, SLEEPING ROOMS: 30w, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA -MLJe%D r%0AUIALIf-- DMACUlda MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES- (TWIS 402 BUILDING CODE REQUIREMENTS FOR MASONRY LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS WILL BE REMEVVED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL BLOCK WALLS SHAUL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING VAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR D RAWNGS SUBMITTED WITHOUT AEVIEWWU­ BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE B EAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPLAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-470, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF S' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pe, FOOTING TYPE"M"OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLA13 SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 310"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFtED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D4557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER $HAUL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT 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 13E MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHI VE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLA13-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SK4LL SUBMIT PROPOSED LOX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT CONCRETE SLUMP SMALL NOT EXCEED 5"q. PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTIA C94OW OR MEASMNG, MIXING NG ETC. CONCRETE TICKETS SHAU BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FF= WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SMALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPL"E NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: k r FOR coNcFETE CAST AGAINST AND PERMANENTLY D(POSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED 70 EARTH ANDIOR WEATHER I- 12"FOR N6 AND SMALLER 112 F 2" R; NO AND LARGER C . FOR CONCRETE NOT E(POSED TO WEATHER We FOR SLABS, WALLS AND JOISTS 14rt FOR MAM AND COLUMN PFJMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOU D WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND(OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR MAN ETERS)., U. N. 0 STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SMALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, OTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA38M, Fy = 36 kai FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SMALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE 8, 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 WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVAN17ED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER WPE ­AR� A-- —N E.AR. ­PTFUR ­—N.— TO ­R­ �1.' A ­N 1117-EMBED,4— I I—E— 1­­ 1— D—I To lo —T A) 1—D.— �T, I.E ­T —D-L IM��D CONTACT THIS ENGINEER FOR SPACING 1. TE 6 REQUIREMENTS .—I.—N— p).­ I ­R ­R P-2-­ND -.TgT' PT TO E.E NOM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4 PAF SHALL BE Hl X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5 FASTENER SPACING FOR THE BUCKS SHAUL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 8. NDOWAND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2, MEMBERS ARE SECURED VWTAPCONS OR PAF TO THE SUBSTRATE. 11441. N RONALD REAGAN BLVD LO�GWOOD, FIL 32750 PH: 407-774,6078 FAX: 407-774AO78 www.abdosigngroup.com AA 0: 0003325 9 #4 A Ow U, 444 0 0 x sunDiv. & L021 ABBOTT PARK LOT #17 BLK. #11 PROJZCT# 04181.000-17111 UODZIA 3EEB "2260-ELSTON" GARAGIC 101MMO: RIGHT PAGZ: DETAILS Q160 ^ EXA C) L 0 2 A. RA AR No A _ . p /05/25/21 MCA=: 1/4"=V-0" a*== SN1 0 A TRIM NAIL INSTALLED THROUGH FASCIA @ 16'O.C. MAX STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS 0 MAX. DETAIL A FASCIA STAPLES INSTALLED @ 12" D.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL (D HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL NIELG) SLOT WOOD BATTEN @ -STAPLES INSTALLED (D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MA)(. O.C. j'MAX:--W 6­ DETAIL D (D STAPLESINSTALLEDn THRU SOFFIT AND J-CHANNEL J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS (DSOFFIT--�l J-CHANNEL- il nl=TAII P J-UNANNtL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L ------ w- SPAN'Ll ------ I� SEE DETAILW� SEE DETAIL'E'— — EAVE CROSS-SECTION SINGLE SPAN M-CHANINEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'-" SEE DETAIL 'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END m BATTEN STRIP ANCHOR @ 1 Od NAIL AT EACH TRUSS/JOiST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSSMOI / B, Y OTHER EMB. WOOD BATTEN DETAIL B J-L;tlANNLL FASCIA @ BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (DSTAPLESINSTALLED- THRU SOFFIT AND J-CHANNELATNAIL HEM AND IN VALLEYS n1l IX2 WOOD 13ATTEN WOOD BATTEN @ /--T)TALLATION SCREW ATTEN ATTCHMENT FASTENER SPACED 24" MAX D.C. STAPLES INSTALLED @ ""-lZ'O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR ,---,-WOOD (NOTE 1) J-CHANNEL- f, DETAIL C J-CHANNEL BY OTHER INSTALLATION SCREW, 2-�1/4" BATTEN ATTCHMENT EMB. FASTENER SPACED 24" MAX O.C. STAPLESINSTALLED @ 12" D.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 1 Z' D.C. MAX. (INTO CONCRETE/MASONRY) CONCRETEICMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. EAVE WIDTH — 375 (ROOF .4 3.625— -3,625 66 OVERHANG) 08 .0 '--CONCRETE; icif 12 CMU OR WOOD v (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 alp- 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesl 'om AA 1: IL L4 ul Lu I ZE 0 F-1 Lj