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HomeMy WebLinkAbout38344 Sonnet Landing Ave99 2260- 0 3EEBELSTON.199 ALL WORK SHALL CC}MPLP Vsl TH PRE-11 . CODES FLORIDA F_Ljq_ojNC " r,,,OE. NATIONAL ELECTRIC t OnE AND THE CITv f"I€' FPHYs4HIL1. ORDINANCE OMES REVIEW DATE jL'#'tCITY 1 4� RLANO 7EPI1"yR 4 EXAMINER 12602 TELECOM DRIVE, "TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -/LDS BUUMG CGD$ ABV. ABOVE LAV. LAVATORY DATE DESCRUMON DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 71H ED1WN (2=) -ALL >OM AND STATZ CM -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C AIR CONDITIONING LUM LUMINOUS ADJ. �aiA� �R MEDICINE MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MT. METAL THRESHOLD CL CENTERLINE MTD, MOUNTED CABCABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR CLEAR O.c. ON CENTER comic. CONCRETE PL PROPERTY LINE CPT, CARPET P.H. PUSHBUTTON C.T. CERAAIICTILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUALGL4ZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED R. DDI 0T/10/11 "STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION CAB 'ID SET ISBUED PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-STAIR SECTIONS & DETAILS PG A2-SECOND FLOOR PLAN PG A3H-ELEVATIONS 'H' FRONT & REAR PG A411-ELEVATIONS 'H' LEFT & RIGHT PG E3-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN LSMAS 20nF8CUPDATE 02A7Vb PTO ELEVATIONS ADDED 02AM QONSTRUCTION DOCUMENTS ISSLED 04/I6/16 A00TNG REVISION PER M. Some 05�µgg I14CORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. BOUES atnull CONSTRUCTION DoaiMENT9 RE -ISSUED 0620/0 JWLLARP DETAIL REVISED mI/26A D TAIL- 'ADDING GAIT TO WND BEAM' ADDED TO 012A D[ISP. DISPOSAL RADIUS DP. DEEP RA.G. RETURN AIR UM DR DOOR REF, REFRIGERATOR D.s, DOWNSPOUT RM ROOM .O DIM DETAIL R. ROUGHOPENM D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION SH SINGLE HUNG EQ. EQUAL SILT. SHEET EXH EXHAUST SHTHO. SHEATHING Exr. EXTERIOR SHWR SHOWER F,G./FX. FCffDGLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLIT FLOOR STD STANDARD FLUOR FLOORESCENT SWS SHEAR WALL FR DR FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS OA. GAUGE TIM. THICK GARDSP. GARBAGE DISPOSAL T.O,C. TOP OF CURB G.FT. GROUND-FAULTIN CIRCUIT TO. . To of ue OL. GLASS TYP. TYPICAL PG Pl-PLUMBING PLANS 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 WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6076 Fax: (407) 774-4078 SQ.FT. CALL. S ��� TAB ID'S ADDED TO FRNMh4G SHEET 02R5//, AN MAINTENANCE IST FLR LIVING wi SG. FT. M RR LIVING 1,353 Sd PT. TOTAL LIVING 2,s60 So. FT. GARAGE 453 Ga FT. ENTRY 64 SQ. FT. TOTAL 2,i'Ti Sq FT VA& PATIO 80 So. FT. 04/0" vISED LNTEL 81ZE • ENTRY 0446/B LVDATED LEDGER BOLT SIZE 4 SPACNG 06FlIA3 ApDED LED LKsE KITCHEN 4 BATHROOMS PER MARK BORES �g EDGER L BOLT SPACNG REVISED WS/g ApDED BO'D LAYOUT OVMO RgPLACE UBP CONNECTORS OATH WVSON CONECTORs 03/0%W & O' !IASED DETAIL ON EET D2 OPT. S'-CLG. W.T. OSW, 0 ASED STAIRCASE AND STAIR SECTION DETAIL 0641120 P44M DOOR REVISED TO 2'6 OPT. S`0 q G Wit ovOlm 242®FecuPDATE STRUCTURAL SHEET DESCRIPTION Gyp. BD. HOS BOARD D.N.O. UNLESS NOTED H.C. HOLLOW CORE V.P. VAPORPROOP FIDR HEADER W. WASTER HH.`SUL.OR HT INSULATION WD. WOOD WT. INTERIOR WDW WWINDO� W/HINTERPTER WI, WROUGHT IRON PG Sl-FOUNDATION PLAN PG SI.lA-DETAILS PG S1.1B-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR RETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA—DETAILS DESCRIBED IN THIS DRAWING SET) ART; UNCLEAR AND PG S2.2A—SAFE LOAD TABLES IN NEED OF FURTHER DETAILING OR EXPLANATION Di ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4—SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.IA-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY PG S4.2—SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES MANNER. AB DESIGN GROUP TAKES NO PG S5.lA—SAFE LOAD TABLES RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. PG S6—ROOF FRAMING PLAN PG SN1-DETAILS PG SDl—SOFFIT DETAILS 1"I N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeafgngrouP.wm AA #: 0003326 as SUHDIV. So LOT, ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181.000-10112 UODEL4 3EEB r 2260—ELSTON" GARAGE 81IING: RIGHT PAGE: COVER SHEET 160 M EXP. C Is DM* 4/08/21 SCALE: 1/4"= I'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITEWORK 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. 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 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. 5 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 ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES 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 R302A 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 YNCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVJY 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. UPQN 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." 71MBER 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR 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 AST IRON OR PVC SCHEDULE 40 AS APPROVED BY THE BUILDING OFFICIAL. C ( ) 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 MATH''/2' 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 EXTERIORFBSSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ys' 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 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 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 / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroupcom AA #: 0003325 NMI 64 SVHDIV. Be MM7144 ABBOTT PARK LOT #10 BLK. #11 PROJECT* 04181.000-10112 MODEXA 3EEB "2260- ELSTON" GARAGE SwlWx0: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 202 ND A. AR N Dw E 4/06/21 SCALE: 1/4"=1'-O" SHEET GN FIRST FLOOR PLAN SCALE, 1/4' • 1'-0' SQ.FT. CAM'S 15T FLR LIVING w SQ. FT. 2ND FLR LVNG 1"3 SQ. FT. TOTAL LIVING 2,260 Sa FT. GARAGE 453 Sa FT. ENTRY 64 SQ. FT. TOTAL 2,711 $Q. FT. 11TO PATIO s0 SQ. FT. ca�aert ANo aauallo wso uoADe east rso BaaeialE Nne a slooNo aalro OFEMM 500NE ZONE a wH wID" Neaul® AND TME FtWAaE MIN. WINDOW 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31/-35 12'xl2' SOFFIT 1 5 313/-459 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Ct11eWDA7900 NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICIS, OR 20-MMTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN W(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL 5E SEPARATED FROM ALL HABITABLE ROOMS 5Y NOT LESS THAN't6'15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESS15LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I 1 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.)302.1 1441 N. RONALD REAGAN 8t LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdesigngroup.com L AA k: 0003325 O b aunD:v. as LOT ABBOTT PARK LOT #10 BLK. #11 PROJECT* 04181.000-10112 MODEZA 3EEB "2260-ELSTON" GARAGE 9Ta/ING: RIGHT PAGE: FIRST FLOOR PLAN 180 VKH EXP C It V - 42' HIGH HALF WALL W/ CAP (2) 2x17 HEADER (2) LAYERS OF 3/4' PLYWOOD WE FRAMING PLAN OR (2) LAYERS OF 3/4' DUD FLOOR MATERIAL RIPS FOR (!) 7x4 DLOOKNG. 14 SLOOMW. WA SOLID NAILING GEE SECURE TREADS TO STRINGER 8UD R WK3)b 3' 6CREW6 • EA D 6TR 40EK UNTHREADED GNAW PER P STENER � TO EMEND DEYOND TWK20M 6 SCHEDULE OF DUD -FLOOR SHEATHNG V-4 3/4' 2ND FIN. SIMPSON / rMrS-20-20 GEE - - - FRAMNG PLAN 0'-0' BRG. HGT. / PIE-ENG'D FLOORING SYSTEM C / (GEE NOOK FRAMNG SWEET) / / I' MAX. / (2) 2x0 HEADER NOSING IJ I® / NOTM STAIRS RISERS TO CQN'ORM TO FDCR W U L) / TTH EDITION (20M) _ 47• W. y 42' W. W/ Ul r / MIN. TREAD•10• M.�(. RIBER.T !/4' !)IiMAX VARIATION M Qj CAP / STAIR A TO EACH ATII IN ANY/ OTHER "' MA' w PAN. 141 TREADS V R18CR/TIEAD HAWDARAIL clRcuLAR i0 U E• 10'. 1' NOSING COW" SECTION DIAA,, TO DE 1 1/4' --1/4'/ J !/4' KdCK OR PROVIDE EWIV404T GRASPADILITY WI D00- MR S' UDE • m PLATE 2 X 4 RE-IIFOIlGNG NARROW END MIL II' WIDTH • 12' FROM / • EA. 7 X 12 STRINGER NARROW END 34' MR$ WA 2RAIL HAT. Qp ZQ 0 SECUREumd ♦'-S' or_S / 1'-4' �I� * Q v 6YP STRINGER S m / RE xq p -ENCLOSED ACC9661OLE SPACE UNDER 6TAIR6 SHALL HAVE WALLA, UNDER STAIR SURFACE AND ANY SOFFITS 1-7p/ W/CONT. DEAD OF ADHESIVE PROTECTED H1/2 OiTWE �. WI.DBL. ia PSI.1 ISO TOP EA HORIZONTAL Iw 0'-0' FIN. FLR. PLATE 0 2X4 ATTACHED W/ Wd MASONRY NAILS • 2X4 P.T. SLEEPER NTO GLAD wTHIN V OF EACH END, 32. OC. MAX BAR DETAIL A SCALE: V2'.1SCALE: -0' STAIR SECTION B SCALE: I/2'.i _0• HANDRAIL is 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.182 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 1#'s 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.0.1 / F.B.G. 2020 HANDRAIL SECTION C SCALE:3/4'•1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 wwwAbdeslgngroup.com AA is 0003325 a ��o 4 aysaly. ae toT: ABBOTT PARK LOT #10 BLK. #11 PROJECT* 04181.000-10112 MODEL' 3EEB "2260—ELSTON" GARAGE OWING: RIGHT PAGE: STAIR SECTIONS & DETAILS 160 MPH E C 2 4/06/2P SCALE: 1/4"=1'—O" A.1 A SECOND FLOOR PLAN SCALE: 1/4 " I'-V 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.7744078 wwwabdesigngroup.com L AA *: 0003325 $ I I to 14 R;-tx IE aUNDM ae LOT ABBOTT PARK LOT #10 BLK. #il PROJECT* 04181.000-10112 MODEL 3EEB "2260-ELSTON" C;ARAOE 8WIN0: RIGHT PAGZ: SECOND FLOOR PLAN 160 MPH MR. C 1 SCALM.- 1/4"=V-0" 1 A2 L 23'-ll' BLD HGT SHMGLE ROOF (j , 5 6' RAISED BAND (TYP.) OR FYF BKTIDCI•I OR W EQUIVALENT ;T r SHINGLE ROOF 12 V-4 3/4' 2ND - 5� -------- ---�T- FIN FLR S'-0' IST FLR ERG. HGT. B�® 4' RAISED l BANDITYPJ � 0'-O' FIN. FLR FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 'TUSC ' 5 I� OFf RIRI �T TYP. I I I'-0" tf- 4' RAISED BAND ND S' RAISED BAND 6' RAISED BAND 9'-4 3/4. 2ND FIN. FLR 8'-0' IST FLR BRCS. FIGT. OPT. COACH LOOT it I I� 2"° FLR ERG. HG 7 u II Li II A r II V-4 3/4' 2ND `" I I ,O9'-4 3/4' 2ND FI-- --- ----- --'---- ---- FIN. F—P LR 0 1 ' IST FLR 8'-V' 15T FLR ERG. HGT. --- - --- --'---------�--- ERG. W.T. 0'-O' FIN. FLR , 6 EIF-11 I I 4B I I� II II -- - — - — - — - — - — - — REAR ELEVATION SCALE: 1/4. 1'-0' TEXTURED'FINISH AREA OF ATTIC = 1425 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIREDVENTILATRJN AREA = 1425/300 : 4.7S VENTILATION AREA XXL INCHES PER FT. 1144) 684 SCE IN. MN. REQUIRED VENTILATION = .SX 694 IN UPPER PORTION OF ATTIC 342 SO, IN. OFF RIDGE VENTILATION AREA 115 SO, IN. PERVEM 342 /115 TOTAL B OF VENTS REQUIRED 2.97391 TOTAL r OF VEMS PROVIDED 3 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WAULTO EXTERIOR OF WALL, NO OVERHANGS INCLUIIED) 1/2' TNICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'r4' GAL V. 'L'-TYPE FLASHNG SET N ROOFNG CEMENT—� FR3CR6LAS6 SNNGLEB WASDLIlLAYMENT AS PER FLCR 2X6 SYP PT LEDGER W2 S6'SJI ROOF 6FEATI4M TNICKNE66. 'xSe TFRiEADED ROD 3 AS PER SHEET SK BECI RBD PER O.C. 4 WITNN 6' OF LACK FA6TLF6=R SCHEDULE END MAX GET N 61MPbq GFIPSON LSU-26 HIGN GTPWnTFI E)PDXY E 2r6 ST'P RAPTLR6 OR 6' MN EMBED. ROOF SLOPE PER --- ELEVATION I MN. T/W' Of SFEATNNG 2X6 6YP Pr LEDGER Wr VT'x6' TFpiEADBD ROD (G)SGLT TO BL Mc~ TO 32' O.C. 4 MTWN W OF 2X6 MEMBERS U)/ Sd NAILS EACH END MAX SET N 3' O.C. • PERHIEI-R I'-4' SMF%CN NIGH STRENGTN 2 SIMPSON LU6.26 W/!4) LBd'. EXPDXY 6' MN M'RW-D. TO LEDGER AND 12) IOd'S 7 CHANNEL FOR 60WIT TO 2.6 JOIST OVERHANG DETAIL A SCALE:1/2.I' ENGNEERED WOOD TRAMS • 24' O.C. SUBMIT BF101° DRAW46 SEALED BY PROFLSSIONAL [NGNLER FOR RENEW S AND C4MMENT6 PLYWOOD SHEATNNG SEE STRUCIUR N. 2ND FLR Olr WST. ROOFNG AND FLASHING LLV DRIP S AND AICNO� !n EDGE PER MWR WARRANTEE se FMGNIREPNKM WRM FASCIA OT14 BREAK PETAL S °°dam Ira. 2r1. WOOD FASCIA SEE STRUCTURAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALL% IR' TFIM 2 COAT CAR PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR UANOOW PER PLAN RAKE SOFFIT DETAIL B SC,E.1/2 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774AO78 www.aDdeslgngroup oom AA #: 000332E y ETA: s i if O aLTHDIV. de L:OT: ABBOTT PARK LOT #10 BLK. #11 PROJECT* 04181.000-101 2 MODEL. 3EEB "12260-ELSTON" GARAGE 8WING: RIGHT PAGE: FRONT & REAR ELEVAITIIONS 160 WPH EXP. C aCAL:E: 1/4"=1'-0" GREET A3H I 12 5� OFF RIDGE VENT C IY IT'-4' 2ND FLR IIB I FRAME Dom FOR FYF'ON 15KTIXl1 OR 12 EQUIVALENT _9'-4 3/4' 2ND , I I �5 9N!. 3/4' 2ND FIN. FLR--------- — - — - — - — - — - — - ------------------ - ------- - —. FIN. FLR 8'•0' IST FLR 8'-0' 1ST FLR --------------------'------------NCsT. _0 I II II II 0'-O' FIN. FLR LEFT ELEVATION SCALE: 1/4 I'-0' TEXTURED FINISH F RIDGE T --I OF 5 e TYP. ,tI1'-42ND FLR. BRG. HGT. BRCa. NGT. a II II V-4 3/4' 2ND r, �' I I V-4 3/4' 2ND FIB------ ------------- ----------------------------- -�------ FIN. FLR - - - - - B 8'-0' IST FLR 8'-0' IST FLR BRG. HGT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IF]El II II II 0'-O' FIN. FLR fir , 0'-0' FIN. FLR — - RIGHT ELEVATION AP SCALE. 114 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 wwwsbd"lgngroup.eom AA #: 0003325 b o O 011 O W jpgjC O111.3 pg aunDIV. ae L'0 ABBOTT PARK LOT #10 BLK. #11 PROJECT# 0418 .000-10112 8[ODEL• 3EEB "2260-ELSTON" GARAGE a71/ING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS „H" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e OSV OUTLET 20 AMP SNKA POLE IIOV CUTLET IWV OUTLET ',no O OURMT 22IeED SWTO4 NOR IIOV OMET EQAPEWAORAOTPRAL RESISTANTTYPE) � 220Y OUTLET e4) UM CONNECTION FAULT OILOUET &WTCH 61 bNTC44 S-WAY OPER PATI $4 SUTC4 4-WAY OPER WILL MOUNTED ' V LIGHT CEILING LIGHT El_ — — — — — Vi © LED CLG LOOT LED VAPCK ©VP PICA LWNT OVP VA ORP10M S - Op pocs" D CAN OREATROOM e 1r81f. FAN I aM I'!R ea FT. 6• ,? PR —WIRED' GLG RAN + vE+r PA+ 1 aM Plle 6Q Ia. wxTtIIIM I rtM•Ecro TED Irr / i 2-Ed.E aRAP r l� �EIED) AICI#D /� PLUp�I@1N'T 7-11"erelN• rIINMACIMNTJ� ---------- --------- 1 }�( 2 wLOPxoCl T GFI L L -- l� �,�—� A' NLtUCIt•SCmNr I TOW IN e I CABINET .$ 4 TR CK LwNr I I a d KrrCM TLET L 0 PANEL HOOD WIRE FOR DW P�VDR W/OUTLET FOR L L OF METERR FUTURE M. WAVE RANG OMATT,, SD. #MOKe DETeerae �•T ELa6I!111�11110& CHIME9 _ t L I tN+.I WALL MOUNTED SMIOW DETEOTOR MATT. wAQW& 21C.UB ® GKA RAIL NAC[.UP N ALL A PI � FOYER OF NOT THEN 4- FINDANr Lw rr -- GPI NATIATAL GAS M --� 41' AFF. GFI ► TELEPFICK JACK P.B. FOR`. \ Yl4TER HEATER GARAGE \ 1, AIR CONIP TO� AMU AONDMCCNN PB. FOR I GPI I I •1 \ �I� I I-U �NyM CHIME I I \ 1 O E }Op( eeWNGsox ro an S ppop To w DAMM Y# SOX , I - f — /{- — , MET*R SUEON MAPIM AS SUCH FORPaWeLTION I j GARAOE FIELD CE LNG am TAIGCOIID SUPPORTEDIN r p�,FT�p �,1�1 1 VE�Y CELNGFANILI*W%ep a LOC, MARQO AS WQ4 role — — — — — — IRRIGATION BE GARAGE OUTLET • pap 24INCANDMSOMNT I DOOR 48' AFF. LOW GTRS• ' PREWIRE Dnnnnn SW INCANDESCENT I LIGHT STW- ( e nnnnnnn 4W \ LIGHT ETRP 1 ROOD LONT 1 \ OFT. MICAIN Y \ • PA PUW-EURON FOR CUIM6S use PORT �� ��-� OPT. '�.-�-- COACH • LOCATION O4 TV JACK* 4 P404 OUTLETS 4 FAME TO BE VERIFIED • WOS:OUNER PRE -CONSTRUCTION �- - - _- - - -...� - �� LIGHT MES• ALLT® 20 AMP ORMNCN OROUITS TO EE ARC FAULT PNDTM=D PER ELECTF CAL P1110MVI61ON0 OF MM • 20 AMP DEDICATED LA9NDRY CIIlOI17. ICUI T. ""` FIRST FLOOR ELECTRICAL PLAN • w F ISLAND INOT CN KITCWEN CIRCUIT) • OISI4DMMER DISCONECT TO SIR LOCKOUT N PANEL SCALE, 1/4' • P-0' • ISATMOO1 EXHAUST PAN TO NAVE MIN. CAPACITY OF 50 OT1 INTWITTElR MR ELECTRICAL PROVISIONS OF SECTION mom TTH EDITION r wl • LAUNDRY ROM IRCEPrACLE SHALL E8 GROUND u FAULT CSMCUIT-NTERIt-TER PROTECTION NOR PERSOMSEI. ON FEEDERS • U#RNG METHOD ON" EE NON METALLIC CAME PER ELECTRICAL PROVRIONS OF NECK 1TH ED r2111M • ALL a10RC TO COMPLY WITH ELECTRICAL PROVISIONS O' TFE FDOS 17'H ED M0201 •ALL LAI'M SHALL RE SiW-Mf.TED er NIIILDEI! AND OF Lmffjm MAT HE ENIMMY EFFICIENT TYPE EIFICIW EINIRSY CONSERVATION rT!*IDWTIAL BNlAgY @ICY) 20M TU EDITION IYO.A.1 FOB: A PANELVat peeW VO..TAQF' 120/240V-1Ph W*t 150Aeep MLQ PEECER3-0001THNN&1-#601(gin2'Q CR3#4OALTIHNN&1-#601(ginTC. W. F01s a, ONE110k. W#a 0,a0 awt WWs D-dploi Se Pd. Wm AS 2 ED ( WHOM.. 7A0 3 2 41f0 NC CU4 40 1 AS A! 2 50 Roro I= 5 9 amaHaE 25 2 #10 #10 2 31 ow mm 9 t0 150) G4 20 1 #12 11 12 15M 1UtldyR #.d.AFa 15 1 #14 012 1 2) sa a GR 12U n 14 IM D*AWW(n 21 1 02 #42 1 21 (i1 5W 15 1# TA D 2) i 1A0 #t2 1 A 3rdN/as M-ddlaW.AKI 9w 17 16 15M B/w#t Hxd/Maras# 20 1 #0 1 21 e10 l— Iwo 19 21 l5w Stll 2/ 1 #U 1 15 Q—i &M.P d.ma 9w 21 22 72D TAR Rwft dN PFO 2D 1 #12 i M TWRRcgft t XU 1210 - 24 900 adtn#I UQAsa oAFO 15 1 #N 1 15 Q.AR— edes PFa 9W 25 25 900 Bdm 42 OW WW AR7 15 1 V1 r#14 1 15 W.AO sad PTa JIM 27 25 500 olm 15 1 014 1 15 BdmN srd Afa s00 29 30 9D3 a mu 15 1 #N 1 15 G-WIJ9Nl&R 0d.Ala 9W 3I 32 90D G-W UdtsPia 15 1 #N 1 t5 G..W a Pia 9(0 33 91 35 33 37 3B 33 aSp ap- 4t 42 �a• I.ndaljed tatistedfedecdalRlaF /Tns 3awo Zane Lmd rodelaleeda cRa)R1ae/Nt1e OeIIRd Faderlytlledafq ABBFeMTCW. APO: AICFALLTC07lrWIETiNF'IHt NO KNQNSEi LM 01: Gla#DFALLTNI64JMR Tdd I®d.tW tadrtagedc 5r500 1OMD.WaR 100% 10000 Tdt4R406 TdRACI®d LMDGN.LZLATIONISBOMONACNON401IMWUYD TdRCWdded LoWVMS 3N00 itRY Anq(xWsl2gWsj 12a8 i amwwu a .LAW TdR AC sl a Fed G—WUsaR#31N/ R H+sts 19 a1�ilMJ $10TA 1235 G-11 B? 5 pit TdaIHAS (a,eR Usaas P4rdA 10 60'15 LED LIGHTING @ PEDESTAL SINK PWDR 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. A ELECTRICAL MATEMALS AND NSTALLAT10N8 SHALL CO'E•LY UNT14 ELECTItlCAL PROVISIONS OF THE FECK T7H EDITION r2m0). LOCAL CODES, MID ALL LOCAL POUER COMPANY 11104upteMENT6. D. ALL CONDUCTORS SMALL DE TYPE THNUTFWN UNLESS NOTED OTHERWISE. PROVIDE EO AMP, 120,240 VOLT, 1 PHASE WCONCAW- ELECTIECAL SERVICE. PROVIDE 3 M COPPER (CU) N 1-1/2" CIA SCFEDLLE SO PVC CONDUIT OR PROVIDE 3 •JAG A.U7NIM (AL) N 2" DIA GONlDULE /O PVC CONDUIT UNLESG GERVICE IS FRONDED ISY THE L'LECTRC COMPANY. COORONATE MTN THE ELECTRC COMPANY PRIOR TO IUD. PROVIDE 3.2/O CU, TNUN + MW AL. THIN . PS CU N 2' (CONDUIT TO TER'INATE A CO•DINATICN SERVICE I ISO AIT' DISCONNECT SWTCH AND 120R40 VOLT M ELECTRIC METER IN IPHAGE NEMW 3R 9NCLO&m N'LO FATCL 7FllPs40NE SlRVNX� lNTR4NCE aluto TCL llw'Q SENSE 1A11R4NCE EQUIPMENT EQNPMENT ' A NTERSYSTI" BONDING TKIFINAL AT LOW VO-TACE CONNECTION/ 1 •4 CU GERAC 1 GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRCAL PRDVIGIONG OF THE FISCR TTM FnITI�r2m2n). 5/0" DIA X • PT LONG COPPER CLAD GROUND ROD 44 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 g fA 9UDDIV. Ae TATBBOTT PARK LOT ##10 BLK ##11 PROJECT# 04181.000-10112 MODELA 3EEB "2260-ELSTON" GARAGE 99WING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C x ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET M AMP SNSIE POLE YOV OUTLET IIOV OUTLET VI OF OUTLET NRED TO &AMCN �OR IIOV OUTLET NNIPED 1401200 PAL NTEIUP" (TAMPER REN6TANT TTPE) 22dPV OUTLET (4) IIIa CONNECTION SWITCH G UTC 4 3-WAY OPER 64 eWITCH 4-WAY OPER �_%1 WOLL MOIMED �-o LOW CEILING LKi14T © LED CL6 LIGHT LED VAPOR ©vp "NOCP LIONT O Vp VAPOR PROOF LOW ORE«SSED CAN eVBNT. PAN 1 CM PdE !O. PT. VENT. PAN LLYLIONT 1 CI'/ PER 60. PT. rM'mas n D BY I ® 4 PLU 6T � M ERAN• AMIfID AROUND � TeuRI'�A�cBTI•NTJ AmOU' IIAEAP �� �{ �• FLualsecNNr 4' iLU01l6CINT y W-----o—e-I 4' TRACK LOW 0 PANEL lionFETIER • S.D. erloKE Dencrae pyLL� .IGLLp04i G EIy� r� I w W4LL Mciumm eMOKE DETECTOR aA,x. e4Cc.u• UI(.yA�lll� ® S/CO ClAmIllM Came CQ� RAx, eeaK.u• uv INTER-CORlGTED ALL SHME A DISTANCE OF NOT Le" TION 4' PlIO.WT LN6HT ► I MOWNIN JACK WATSR NEATER UA4 DRC01'IEGt Vert N�veTte I'u TELEVISION JACK «U.NS Ewx RN[OU 10 O>! SNlPOIEIED M O J-- ACCOImOKiw..�s �nn4 74• NDANw6c194T LI6NT 6TRIP IIa K' I CANDMICMT LIGHT $TRIP ^^^^^^^^ O 4V ND,*C4WINT Lww STRIP ROOD LIONT OPT. SECESTY KEYPAD Nez-1 mm-BIITTC4 POR CNR'E!6WB PORT • LOCATION OF TV JAC" 4 PHCNE OUTLET6 4 PANG TO OE VERIFIED • NDMEOUNER PRE-O"TRICTION MEETNG • ALL 0 4 70 AMP BRANCH CIRCUITS TO BE AISC FAULT • GPI • IeLNb (NOT ON KITCA N C410MIT) • DRHWANER DISCONNECT TO BE LOCKOUT N PANEL • BATHROC/ EX"AT PAN TO HAVE MN CAPACITY OF SO CM NTERNIITTENT PER ELECTRICAL PROVISIONS OF BCCTION MOMS PBGR TTN EdrION !]mez • LAUNDRY ROOM RECEPTACLE SHALL CIE GROUND FAULT CIROUTT-NIERRUI-MR PROTECTION FOR PURSOMIL ON FEROM • WIRNG YCTHOD SWILL BE NON METALLIC CABLE PER ELECTRICAL PROVISION6 OP FBCIR YTH ED f2MMI • ALL WORK TO COTLY WTH ELECTRICAL PRWIMCN6 OF THE FBCR nW SD r7Ml1 • ALL LAMPS SHALL RE 66Ll 0 MY NSLOIR Alm SECOND FLOOR ELgCTRICAL PLAN SCALE: 1/4' • I'-0' ----------^\ I_ I I L L I I I I I `------------- LED LIGHTING @ DBL. LAV. BATH -1 I I I L I I I \ LED LIGHTING @ DBL. LAV. BATH 'Q 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-7745078 FAX: 407-7744078 www.abdesigngroup.com AA 6: 0003325 �k� b rrg O V ` TOlu BUBDIV. tc w7l ABBOTT PARK LOT ##10 BLK. ##11 PROJECTT/ 04181.000-10112 MODELA 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C APR 112 DATA: 4/08/21 SCALE: 1 aI•IEET E2 3b'X60' ------- HlMiL PAN rl L V. L v. _ 5'-b' 3'-0' VTR y VTR P 9 H I I I LAv. _ � I 2' LAY. SHWRa ii OPT. � 11-10, 3'-�' IS'-3' L �rj " o. -----��-----� ;,, SHIIIR I LAV. I --- ------ ----------- 2, WG 2, WASHER _ _ LAv. _---- • • I Ouk 3' TUB SINK J 3 wC3 3 � m � RANGE a 10� IoO KITCHEN SM W/ AAV I I I I I I WN. O vTR T 3' _ ---� 2' 23'-3' b'-5' I I I I A - - - J 3' 3' PED SINK 3' 2' --- L — — — — — — — — — — — — — — 3. I I I _ co r -------- ry TO MAIN I _ PLUMBING RISER DIAGRAM -------------------- APR FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 • I'-0' SCALE. 1/4 • I'-0' 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA 8: 0003325 w w 0 aysaty ae X.0 ABBOTT PARK LOT #10 BLK. #11 PROJECT* 04181.000-10112 MODEIa 3EEB "2260-ELSTON" GARAGE aMDQG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLAW I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES 814ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C 4IMRNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, WOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC IT14 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 DOOR$ TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL 15E PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 EXTERIOR WALL MMNUM;UMECHANiCALISI-MCOIDE AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERRIOR WALL VC CONDENSATE DRAIN LINE EVAP.TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LIDS TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR IN EDITION (2020) DE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL -"�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED rWADE 8240-K JOSAM S6000 INSIDE / SERIES NICKEL BRASS TOP CAULK P.vC OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN� LEGEND ® SUPPLY AIR DIPRIUR RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPIwY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST PAN CEILING EXHAUST 0/1N A LIGHT O/A OUTSIDE AIR ® THERMOSTAT B PA86-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPGONS UNITR SIMPSON ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) *OXI 1/4' SHT, MTL. SCREWS CONDENSER UNIT CONNECTION TO PAP NOTE, MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE FIN. GRADE OR PAVING SEE SPEC. I'-S'X8' CO'4C. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPµ ) 14' DIA. S/A FROM (ICHASE ABOVE GREAT ROOM 1 ITXB � ITXB / ---------------- e e KITCHEN v 844 I -_ 12X8 r - I PWD g0 0-01 1 1 O I I I I I I I I I I I I t t GARAGE I I �--------- I--------- ENTRY I FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 . I'-0' I; WALL APR 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA P: 0003325 kbk ro 14 SVHDIV. S. LOT ABBOTT PARK LOT #10 BLK. #11 PROJECT 04181.00 -10112 moDEL: 3EEB "2260-ELSTON" GARAGE BTIIIJG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C n T`: 4/06/21 BCALE: 1/4"=1'-0" SHEET M1 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA N: 0003325 � 8 r OVHDIV. ac LOT: ABBOTT PARK LOT #10 BLK. #11 PROJECT #: 04181.000-10112 MODEL 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. G SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . V-0' 2X4 TOP PLATE OOIKR DEAD W TWOK 2 COAT r CM! ew PRE -FAD Tft" ��� STRWaTURAL role 117 I/!' CLG. BOARD DI#ecn.r io L� MASONRY ]:e/. Rt. uD ATTAGID TO FILL CELL AS FM NOTE: STUDS IN PRODUCT APF"WAL OEM PARTITIONS SUPPORTING @RALANT41441 N. RONALD REAGAN BLVD 1/2' DRYWALL WALL HUNG PLUMBING -FARuLONGWOOD, FL 32750 FIXTURES AND WALL HOULDINn ALL PH: 407-774.6078 AROUND CABINETS SHALL BE NOT I DOOORPP~.) FAX-407-7744078 LESS THAN 2x4, WHERE V VIA SLEEVE, ay tleacx BRAaa» www.abdesigngroup.com CURE BT. 2x4 WOOD SPACED NOT MORE D NOT cur � � �v. OVEJO L40 Dose yr atP. r.. ao. AA #: 0003326 PLATE TO SLA15 STUDS a24• THAN Ib' O.C. OR, NOT BYOn�a W t IOd MASONRY O.C. LESS THAN 2x6, WHERE pO10, BEAM HOT cur APPROVAL "`� Br naF ` 1eoo�i SOLID 61eOJT THE BOND PAS TBtD TO NAIL a 32' O.C. SPACED NOT MORE Wv nl- s SaAM TRACK BFIACM MAX THAN 24' OZ. (2) COURSE __ ItE0AR8 UY PFIo�0O11Cv PRODUCT 0 0 ® GLAD .01 %3 GARAGE DOOR JAMBS 2 \PIPE THROUGH BOND BEAM GAS LINE; THRU BLACK Dt SCALES Si4•.r-m• D •.r-r D1 SCALE: I IR'al'-0' � i)TYP. INT. WALL (NON- BRG. ) D •� SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 8PF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDER4AYMENT SECURE W/ (2) 12d NAILS AS PER PDCR W5.1.1. FIBERGLASS SHINGLES AS PER IH3CiR 909.1.1. a EA. END ROOF SHEATHING T4 REM FIBEIa^sLA58 SHINGLES WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER AS PER FBCR 9m3.1.1. THICKNESS AS PER SHEET SNI. WITH UNDERLAYMENT SHEET SM. SECUVO PER PER STRUCTURAL DETAILS SECURED PER AS PER FBCR WWII. ROOF SHEATHING FASTENER 604EDULE ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. THICKNESS AS PER SECURED PER PER STRL TU ALL UPRIGHTS SHEET SNI. SECURED g/S• GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR I/2' HIGH 1. V U/ SCHEDULE STRENGTH CLG. 2x pASCIA PER MA PRE-ENG UA7• TRUSS AX 2x FASCIA PER W BOARD REFERENCE ELEVATIONS e3 !i ELEVATIONS STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER 0 PRE-ENG TRUSS PRE-E.IG TRUSS WALb SHEATHING STRUCTURAL DETAILS FG4e INSULATION R-VALUES THICKN 88 AS PER WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL DRIP EDGE SEE ENERGY CODE P 1S SHEET SNI. CURE PER THICKNESS A8 PER m. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYP. 2x FASCIA PER CiT•1 SHEET SNI PER ELEVATION FASTENER SCHEDULE 5/8' GY -SLIM BOARD OR 1/2' ON SHEET ON]. ETE SOFFIT O.I,I• ELEVATIONS PRE-ENG. GABLE TRU88 HOW STRENGTH CLG. BOARD PRE-ENG, GABLE TTy,155 VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT WEEP SCREED WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS -RIEPERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS a 24. O.C. 1/2' THICK 2 COAT PORTLAND _ Ix2 P.T. FURRING S' GMU CEMENT PLASTER APPLIED STRIPS a 24' OZ. 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY I/2' THI�,K, 2 COAT V2' GYP. LLL. DD. S' CMU CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. _ PORTLAND WOOD RASE DIRECTLY TO MASONRY WOOD RASE APPLIED DIRECTLY T MASONRY C# 0'-0' FIN. FLRJI, _ ° _ 0'-C' FIN. FLR. 0'-0' MIN. FLR l _ 0-0' FIN. FLR d ®. S' CMU e ROOF SHEATHING THICKNESS IS a. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN - ENGINEERED PER ASCE '1-16 IN a ACCORDANCE WITH FBCR 2020 , ACCORDANCE WITH FBCR 2020 ° 'ITH EDITION, SECTION R301.13 4° ITH EDITION, SECTION R301.13 AND 1609.5.1. AND 16095.1. W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION B " NO OPENING NOTE. NO OPENING NOTE= BUBDIV. Z LOT ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181.000-10112 MODEL: 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE' 3/4'.1'-0* UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4*-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR 905.1.1.1 OF THE FBCR 2020 'ITH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 A1 2 L TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. NO 23 nRurr 4/06/21 SCALE: 1/4"=1'-0" SHEET D1 e FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDE14LAYMENT WITH UNDERLAYMENT AS PER FBGR WDJJ. AS PER FBCR 905.1.1. ROOF SHEATHING ROOF SHEATHING THICKNE" AS PER THICKNESS AS PER SHEET SNi. SECURED SHEET SNI. SECURED PER bASTENER PER FASTENER "DOLE SCHEDULE PRE-ENG WD.<'AAAAAVVW4 EAR _ PRE-ENG WD. TRUSS-- 24' O.C. j"IAX. ^LEVATVATION 24' OZ_ MAX. METAL DRIP 4DGE METAL DRIP EDGE—"� BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES I,-®, VENTED O.H. 5/8' GYPSUM BOARD 2x FASCIA PER ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED REFERIkNCE STRUCTURAL Ix2 FIRE -STOP SOFFIT -4.1 NSUL. REFERENCE STRUCTURAL w a WNDOW ATTAC441ENT AS PER MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL '0 3/4' T 4 G SUBFLOOR in, THICK, 2 JOAT IY GLUED AND NAILED 1/2' THICK, 2 COAT--- PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPQ.IED w PLASTER APPLIED DIRECTLYr TO w DIRECTLY TO MASONRYm R MASONRY Ix2 FIRE -*TOP IfIELEVATION IX2 FIRE -STOP -- SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD - �ER LEVA ION In FIRE-OTOP IX2 FIRE -STOP R-4.I INSUL. W WINDOW ATTACFMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK, 2 4;OAT PORTLAND CSrbNT PLASTER APPLIED DIRECTLY TO MASQ7NRY 1/2' THICK, 2 COAT PORTLAND CEMENT Ix2 P.T. FURRING PLASTER APPLIED STRIPS 24' O.C. DIRECTLY TO 8' CMU MASONRY In, GYP. WL. BD. WOOD BASE IX2 FIRE -STOP IX2 Pipe -*TOP J�" 15ATT R48ULATION REFER TO ENERGY CALCS FOR VALUES \11-4.1 /8'GYPSUM BOARD R I/1' HIGH STRENGTH LG.BOARD @ FIRE -STOP NSUL. i W v v 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE W w_79M R LEVATION IfUR LEVATION \-t5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD R-4.I INSUL. ix2 P.T. FURRING STRIPS • 24' O.G. 8' cm 1/2' GYP. U1L. W. WOOD BASE ti ti APR 1 DE g . e ,a W/ WINDOW OPENING �, WITHOUT WINDOW OPENING 1L 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'• I'-C' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003325 R B SL78DIV. Z LAT: ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181,000-10112 MODELA 3EEB "2260-ELSTON" GARAGE EINYMfi: RIGHT PAGE: DETAILS 160 MPH EXP. C rATAa a- 4 08 21 DATE / SCALD: 1/4"=V-0" Ill lamMT D2 2X& 2x6 P.r.. CENTER OF DOOR HEADER eEa34Eo W/ (U 1/2' X S' J-DOLT W4' MIN. EMBEDMENT W/ 2• X 2' X IW ILAGWER 4 NUT OR U/ (2) V2' X S' ANCHOR ISMT6 W/ 2' X 2• X Va. WAamm 4 NUT m m SECURE 2"4 TO BLK Up/® V4' TAPCONS m go 1 1/2' lMDED, S• O.C., 4' END DIST, 1 1/2' EDGE 0167. 2X6 GO RAGE DOOR DD W1161 VY X S' J-DOLR m �MI. DOLTS, W/ 4' MRL EMB2' m X 2' X VS' WASFER 4 N S' OF TOP, (V WT14IN S, m (5) EVENLY SPm m �-1 NOTES. ALL ANCHORS 614ALL 5E IN ACCORDANCE TO MANLPACTURER'6 INSTALLATION INSTRUCTIONS WHERE &=W RATMIUCTIONS ARE M6M 6TRI1N&MT GARAGE DOOR 1 BUCK ATTACHMENT 2X4, ® 2X4, Im 2X4, I>0 SECURE TO BLOCK IW SECURE TO BLOCK SECURE TO BLOCK W/ 3A6• TAPCONS [MIN W/3/I6' TAPCONS MIL 1/4' TAPCONS (MIN. SWANK SIZE J48 MEN. SHANK SIZE J45 MR SHANK SIZE .145 MEN. HEAD SIZE .SOD HEAD SIZE 300 WEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') MM. EMBEDMENT 1 1/4') MIL EMBEDMENT 1 1/4•) Wrn4IN S' OF EACH WITHIN S' OF EACH WTHIN S' OF EACH END 4 W O.G. MAX END 4 W Or —MAX END 4 b' O.C. MAX 6PACINO. SPACENO. SPACING. 2X6, 1>0 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) S/16' TAPCONS W92) SAW TAPCCN6 WK2)1/4' TAPO" MIN. (MIL 6HANC SIZE J45 (MM. SWANK SIZE J45 SWANK 61ZE J46 MK MIN. MAD $1. °00 MEN. HEAD SIZE J100 HEAD Sin 3M MRl S' cm MIN. EMBEDMENT 1 V4') MIN, EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITH' Q EACH END 6' Q"AJ WITHIN 6' OP EACH END S' CMU WITHIN S' OF EACH END 1/2• DRYWALL 4 b' `Cr—OMAX SPACING. 4 b' OC. MAX 6PAGRNO, 4 16' O.C. MAX 6PACP40 S' Q"AJ 1x4 P.T. OR 5/4'X4' MIN. 1/2' DRYWALL 1/2' DRYU4LL 1/2' DRYWALL SECURE THRU PRAME 4 rX4• 2XS, 2X6, ®El IXS, cm EXPEND 1-V4' INTO P.T. NAILER SECURE TO BLOCK I'X4• SECURE TO BLOCK I'X4• SECURE TO BLOCK 1•X4• BLOCK W/ SA6' W92) SAW TAPCGNS P.T. NAILER W/O) S/W TAPCON6 P.T. NAILEE WX2) V4' TAPC74" P.T. NAILER TAPCONS DOER CAS W. MM. SWANK SIZE J45 TA6' OAS. X 4' MIN. MIN. SHANK SIZE .NHS DOOR "#m (MIN. SHANK 61PS MIN. SHANK 617E 145 MM. HEAD SIZE 90O MM. READ SIZE 900 MIN. HEAD 617E0 T/li'ObA X 4' MM. MIN. HEAD 617E 300 MIN. EMBEDMENT 1 14') DOOR CASING MIN, EMBEDMENT 1 V4') MRL EMBEDMEMIN. EMBEDMENT 1-V4' WITHIN 6' OF EACH END WTHIN S' OF EACH END WTWN 6' OF EACH DOOR CASINO WITHIN S' OP EACH END DOOR JAMB OR UNDOW 4 IS' O.C. MAX 4 N' O.G. MAx 4 IV O.C. MAX 4 IS' O.C. MAX SPACING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER 6PACIN0. DOOR JAMB OR WINDCU SPACING. SPAWN& MANUFACTURES DETAILS ATTACH TO 2X PER ATTACH T 2X PER MANUFACTURES DETAILS. MANIFACZRE6 DETAILS. ATTACH TO 7X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" `� W TO BLOCK +3/4" OR +6/4" 2X4, SECURE TO BLOCK W1 3A6' TAPCCNS [MIN. SWANK SIZE JO MIN. HEAD SIZE J00 MIN. EMBEDMENT I V4•) WITHN a' Or EACH END 4 W O.C, MAX SPACING. 2X6, SECURE TO BLOCK W/(2) SAS' TAPGONS (MIN. SWANK SIZE 145 MIL MEAD 61ZE 3" MM, EMBEDMENT 1 1149 6, G•U WITHIN S' OF EACH END 4 W OG. MAX OPACMG. IQ' DRYWALL El TX4• 6ECURE TO BLOCK P.T. NAILER UX2) 3/16' TAPGONS DOOR CASING [MIN. SHANK SIZE .149 MM. MEAD 612E 300 MIN. EMBEDMENT 11147 WITHIN S' OF EACH END 4 O.C. MAX ACENII �4' DOOR JAMB OR WENDOW ATTACH TO 2X PER MANPACTURES DETAILS, NOTE, SWIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" nWHMW O BLOCK +1 n NOTE, 641M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 18/I6M `��OW TO BLACK +1 15/18" 2X4, m SECURE TO BLOCK W/ SAW TAPCON6 MIL DRANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V49 WITHIN W OP EACH END 4 W O.C. MAX OPACINO. NOTE, STRUCTURAL 2X MUST BE 2X6, Im ON OUTSIDE 4 SECURED SECURE TO BLOCK TWRCKW NON-STRUCTURAL IUTV 3/16' TAPCONS 3A6' TAPCON MIN. 1.114' (MIN. SHANK 61ZE JO EMBEDMENT INTO BLOCK MIN. HEAD SIZE J00 MEN. EMBEDMENT 1 1/4') IIUTWIN S• OF EACH END S' CMU 4 W O.C. MAX 6PACIN0. V2' DRYWALL 2X6, ® ❑ SECURE TO BLOCK PX4' 111R2) S/li' TAMCONS P.T. NAILER (MEN. SFNANK SIZE .HID DOOR CASING MIN. HEAD SIZE 3" MM. EMBEDMENT 1 V4') WITHIN V OF EACH END 1110 4 MAX SPACING, DOOR JAMB OR WRDOW ATTACH TO 2X PER MAIUPACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" nWINDOW TO BLOCK +2 1/4" u NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" 2X4, 11111 SECURE TO OLD= IW S/16' TAPCONS MIN. SWANK SIZE J46 MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 V4.1 WITHIN S' OF EACH END 4 W Or- MAX 8PACIN0. 2X6, 0110 SECURE TO BLOCK 11110) 3116' TAPCONS (MM. SHANK 612E 345 MIN. HEAD 812E 300 MM. EMBEDMENT 1 1/4') WITHIN S• OF EACW END 4 W = MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/K' TAPC4" [MIL OR" SIZE .145 MIN. HEAD SIZE 300 MEN. EMBEDMENT 1 1/49 WITHIN S' OF EACW END 4 IV OC. MAX 6PACIN0. NOTE, 6TRUCTURAL 2X M UPT BE ON OUTSIDE 4 SECURED THRCUSW NON-6TNICTUR4. SAW TAPCCN MIN. 1-1/4' EMBEDMENT INTO BLOCK C NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 S' CMU 1/2' ORYIUµ.L I'X4' P.T. NALE14 DOOR CAIIIINO 2NO 2X O 6TRICTURAL Min 2.4..T WTNM 8' OF EACW ' TO S' Or- MAX DOOR JAM� OR WINDOW ATTACH TQ 2X PER I'MANFA,CT1/RES DETAILS DOOR JAMB TO BLOCK +3" oNDOL_ TO__RiALY +R" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" `1��OW TO BLOCK +9 7/18" 2X4, Ito SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. GHAK SIZE .145 MIN. HEAD SIZE 100 MIN. EMBEDMENT 1 1149 WITHIN S' OF EACH END 4 W' D.C. MAX 6PACIN0. NOTE. STRUCTURAL 2X MUST BE 2).6, 126U ON OUT60E 4 SECURED SECURE TO BLOCK THROU(IW NON-STIRUCTURAL WK2) 1/4'TAPCONS (MIN. SAW TAPCON MIN. 1-1,14' SWANK SIZE 148 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 3" MIN. EMIOEDMICNT I V49 WITHIN S' OF EACH END ®, CN'U 4 W Or- MAX OPAGING. IW DRYWALL 2416 cm I'X4• SECURE TO BLOCK P.T. NAILER WK2) LOW TAPCONS P P.T. X 4' MIN. MIN. 5HAdK 612E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1,149 DOOR CASING IUITWIN ►' OF EACH END 4 IS' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, OHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" OW TO BLACK +3 3/4" �W i"I N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com AA 6: 0003325 04 m Q 5 AJ c fA sunDIv. do LOT:BBOTT PARK LOT ##10 BLK. ##11 PROJECT 04181.0M-10112 MODEL- 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP C PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH . S' OG. MAX (VERRT.) NamL DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV SSEC QMCQUTROL JOINT DARING INSTALLATION ------- FASTENERS TO BE SPACED • T' Or —MAX VERTICALLY 1 / ` \ RASTER! COAT CEMENT \ WPM LAYER •2. POW94DER BUILDING PAPER APPROVED METAL LATH FASTENED .1' (VERTJ 04. MAX AT SUPPORTS Ulm LAYER 9, STUCCO WRAP WOOD SHEATHMG M, (M/M i/MON, lAmlmm LATH SHALL BE OCNTIN UOus THROIKW CON JOINTS BUT BE STOPPF-D TIED AT EACH SIDE. PROVIDE 2X4 OL004MG PER ASTM C--- \ PLACED FLAT MAX •' TO S' FROM CONTROL JOINT WEN �l \ / CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS Opt, -� i STRUCTURAL STUD STARES IN COMPLIANCE UV ASTM CI0.3 2. WIRE TES TO BE (NO. IS) OO41S' WIRE / 3. B-OCKING SHOWU MAY BE IN ADDITION \ TO WALL STUDS REQUIRED ED PER RAN 9 9. \ r OLFOLD NYNR2•R.A O LF0.D .LIMO •PT.A ®bLD 2. CRAM • Pr. 0 O I--. — N2WID . Pr. A L CRAM . Pr. 0 A CAME•R.0 ® L NnLp N1MD • P[. A 2. CRAM . PT.O LC IAM. Pr.0 4 row Pr. C Q+m Pr. 0 TILL F.T. C TCCIill, worn" PLAN= RA Y,d � Kona, 'LAN°6 06TR11 TgNr SAL. POLO, ma b0I art. .T/ Nam, APPROVED BUILDING. LLRAP SHALL BE LAPPED A MINIMUM OF S' . VERTICAL LAPS (10'XL ENDS) 1 •' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE � � 1' MN LAP • METAL LAIN \ X X X LATH VERTICAL LAP TO BE I' IT METAL LATH URm LAYER'l, STUCCO WIeAP Ulm LAYER 4, FORTAsIBER / \BUILDING PAPER roNEAPER LAP � SDALer I In•.r-a P MM LATH L.aA L• O.EIa ALL LAP NOTEi SIDE LAPS OF PETAL RASTER BASES SMALL BE SECURED TO FRAPI NG PEMDCRS. THEY SWILL BE TIED BETWEEN SUPPORTS WITH 00416-K (W-MN) WIVE AT INTERVALS NOT MORE THAN S' (22S-M'U. AS PER ASTM CW.3. ® K I C KO UT o REPAIR OF TEARS IN WIRB LAYERS, TEARS DETAIL MAY BE PATCHED WIIFIWSE WRAP TAPE PER MANS. SPEC. OR PEEL a STICK a I I am OWALL 00TTC1 Nua I YiAa11N10 AT Q MQ e YI.LL aTIRRenTlow WOOD STUDS SFEATHMG - RTWIM ASTERS COAT CEMENT PETAL LATH Ulm LAYER If. FORTIFIDER BUILDING PAPER STUCCO UR 01 WOOD O E.ATNMG INSTALL FASTENERS (CLIP•: STRAPS, STAPLES) AS REWIRED TO SECURE PIPE/ WRE TO FRAMING UI A LAYER R, FORURBER BUILDING PAPER METAL LATH •NW SELF-ADHERM MEMBRANE R.ASMING OVER 4•R4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WIMP. FLASHING TO EXTHND ONTO PIPE Ile' CANT. DEAD OF SEALMIT NSTALL APPROVED HOUSEUAMAP AIR INFILTRATION DARNER OVER SHEATHMG SECTION SECTION Exterior use of porliand cernem pi ear .hall comply with to application regL4—nte of ASTM C 92e-181o. tnaaB.Ban at exterior lathxV and franeng 0.1i comply Nit AST" C 1063-190, orASTM 1787. 4'a4' APPROVED HOUSE URAP. FLASHING 70 EXTEND ONTO PIPi P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF— SELF-ADNERMG PIfMBRANE PLASHING STEP •1 WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT ASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROO MALL SCREED ? 15'X5' 'L' TYPE CONTINUOUS E z i3ALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS Y"L" FLASHING N.T.S. 'r. IPE PENETRATI T.S. 6. TAIL (F LEGEND S'>r6' SELf-ADHERING MEFIBIlA)E FLASHING (COMPATIBLE W/ HOUSE WIPAP MATERIAL) OVER 4hr4' SELF -ADHERING MEMBRANE FLAWWA OVER APPROVED HOUSE WRAP. RASNIW1G TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -i/Pro' ZIP WALL SHEATHING APR � SELF-ADHESII/E FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-703.1.1 / ASTM C-84-1-14a, MIN- 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1J QVmDIV. A/ LOT. ABBOTT PARK LOT #10 BLK. #11 PMJRCT# 04 81.000- 0112 1[ODmLT 3EEB "2260— ELSTON" GARAOm swING: RIGHT 1PAOIM WALL ASSEMBLY DETAILS 160 MPH EXP. C A nPnnlrr 4/06/21 XCALM 1/4"=1'-0" nice= WA1 I INSTALL W SELF -ADHERING MEMBRANE F-LA614MG OVER TOP, SIDE(S) AND BOTTOM FLANGES, OF NON -MOVABLE FRAME OF THE EXHAUST. SEC IENCE OF FLASHING TO BE, l ` X I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 16 TO dE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE I TOOLED 60 AS TO DEFLECT I - WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL BIDE&YW CAULKING • JOINT ALL AROUND I I PER SECTION Ex3edor laNno end W olerinO BACKER ROD 1 I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. .% 1 k Installation of exterior lathing and framing ' shall comply with ASTM C 1083-19a, I or ASTM 1787. WRB LAYER h, -. STUCCO WRAP I .-. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT VENT (FRAME) SHEATHING LAYER'2, BUILDING PAPER FORTIFIBER WOOD CONSTUCTION _ -METAL LATH a, CMU VINYL CASING DEAD W RAISED BAND V TON C1IR-� L 116i0 V'Nsf] 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - • - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/Iro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING WRB LAYER 01, UNIT STUCCO WRAP PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIF15ER BUILDING PAPER SEALANT • TOP 4 SIDES �' THICK, 3 COAT CEMENT wooD SHEATHING PLASTER LAYER h, STUCCO WRAP 6B DRYER VENT (BLOCK) �EPOr,YeC'�MIDDWALL LAYER 7, FOWIFIBER BUILDING PAPER METAL LATH WOOD CSTRUCTION OI -PUSH • LLIOOOD b' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL -1' FLASHING a caw MEMBER • Dc. MAX BUILDING PAPER 'OlJ1t:K WOOD FRAMED BCREED�' OVER FLASH' (— — — — WALL IIx"EEP g - - HORIZONTAL WEEP SCREED PIPE THROUGH-�/ WALL (FR 1ME TO FRAMES STRIP A 1�� N \� '•tip -TEXTURED a MASONRY 6' SELF ADHESIVE --,.,FINISH WEEP SCREED PERMANUr.SPECSHORIZONTAL PER MANUF. SPEGBJ (FRAME TO BLOCK) BUILDING PAPER UNDER 'mir—K FLASH' 8' OVENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO '71=_/a 1 V rK=L.CI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COA1" AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOA111 " "' "" R SIMILAR) APPLY A SILIQ;O BASE SEALANT AT POINT THAT ELEC. WARE PENETRATES A SCRATCH COAT LARGER THAN THE ELEr,. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPROVED HOUSEWRAP BELOW THAT 9 RANE _ BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 WRB LAYER "I, STUCCO WRAP APPLY 60 MN SELF -ADHERING GRADE 'D' FELT10 MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTINBER BUILDING PAPER 5TEP #4 ELASTOMERIC COATNG OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH APR STEP #5 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 a,we 0011 [a. 6 et7mrv. an LOT. ABBOTT PARK LOT #10 BLK. #11 0 18 T# 0 12 MOD=- 3EEB "2260-ELSTON" GARAQZ EMMO: RIGHT PACK: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATM ECALM 1/4"=V-0" WA2 I EXT. MOOD M L WOOD SHEATHING WA WRB LAYER M, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER PRE-BNG•D TPA$ CONSTRUCTION BUILDING PAPER IY4 HAT CHANNEL J' THICK 3 COAT CEMENT LLEAtIXR RC PPAR - h W%' TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE- i' SAF. • TOP OF WEEP SCREED BAKER -2 - TO SHEATHING BEHIND WEEP SCREED J' THICK 3 COAT CEMENT- WOOD SHEATHIN Ga `� 4' POSITIVE DRAM PLASTER METAL LATH � �` WEEP SCREED WOW SF$ATHNG WRB LAYER M, STUCCO WRAP J' THICK, 3 COAT CEMENT ' PLASTER i CUSTOM CASING,3NG ` EIWS 6' ALF-ADRAP A){r6-WRUC-TS® ' FLASNWRAPPED P ` � • TOP OF WEEP SCREED a• POSITIVE DRAIN .{ ` TO SHEATHING BELOW 1 ` :�aP nr•. _ ' WRB LAYER M, STUCCO WRAP L (SHOWN FOR SEPARATE AC ' 1 WIRB LAYER 4, FORTFIBER i m I BUILDING PAPER �= � ,.;.,::�••;;_•`,.v,l �-b' SELF-ADHEREING WRB LAYER -1 ' ; FLASHING WRAPPED STUCCO WRAP ` ja � • CORNER OF CANTILEVER AMICO AMH6-WFWC-T8® 1 J 1 4' POSITIVE DRAM CUSTOM CASING BEAD _ 2 WEEP SCREED NO GAP IN FIELD - ' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT.__ SCALE: 1 1/!' • I , NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-&41-14a, 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 W/TEXTURED 4 PANTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING 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 CONSTRUCTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xl2 HEADER COLUMN 614EAT14MG WEATHER RESISTIVE BARRIER M RESISTIVE BARRIER i' 6AF. \ aRIEB (� PEEL 4 6TIFK I )WX3' 'L' PLA614MG FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE VGAP FOR BACKER SET IN FULL BED OF E ROD 4 SEALANT SEALANT, O DRY w4LL SPACE RM DRIP J TWIC COAT CEMENT Y41YL CASING BEAD FACE TO TREx R3 VINYL CORNER BEAD WATER PROOFING lst (j r J'CLt —VINYL r.agy� BEAD LAYER (2 LAYER PEEL ION a' 4 STICK)ONLY) PEEL 4 6TI FLOOR O CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALY. FEEL 4 STICK) METAL DRIP EDGE SET IN FULL BED OF 6' PEEL 4 SEALANT. K' X STICK • DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK Ys' GAP FOR BACKER I NXI 'Ys P.T. OR 61MULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASNG BEAD WATER PROOFNG M' WEATHER RESISTIVE LAYER (2 LAYER PEEL BARRIER M STICK) WRAPPED FROM -= WEATHER RESISTIVE BALCONY DECK TO ws BARRIER 4 CANTILEVER a.Yw. W PEEL 4 STICK • DECK DRIP EDGE EXTEND OVER DRIP 81� FLOOR ® W X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF I Yt'XI 'Yi P.T. OR SR'ANLATE SEALANT, A' MSL WOOD (TREX) FILLER SPACE FROM DRIP PACE TO TREX Yi GAP FOR BACKE VINYL CASN6 BEAD ROD 4 SEALANT WATER LAYER 44COPPNF-101 PEEL 4 I -EEL LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM 9/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J• T.W 3 COAT CEMENT PLASTER METAL LATH S/S' TYPE 'X' DRYWALL WOOD SHEATHING WREXTURCD 4 PANTED WEATHER RESISTIVE FINISH DARRICR M WEATHER RESISTIVE J' THICK 3 COAT CEMENT 6A10RI�R 4 --.- PLASTER /NYL CO VINYL CA' !SHOWN FOR CLARIFICATION OF IN OF SEPARATE ACCESSORIES ONLY) ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD CONSTF=ITON RESISTIVE M RESISTIVE 2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 14EADERASEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION WWD (TREX)FILLER Yi CsAP FOR SEALANT OrT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL r4.1TUR¢D 4 PAINTED FMISFI ' J' THICK, # COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER O EXTERIOR COLUMN COLUMN SHEATHING LEGEND- -1 X4'x3' V FLASHING DRAINAGE PLANE (WR5 ,FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) I V X 3' 26 C.A. GAL V. METAL DRIP EDGE WR5 LAYER "2 IFORTIFI5ER SET IN FULL BED OF SEALANT,x'MIN. 5UILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL easnNG BEAD METAL LATH x—x—X—x WATER PROOFING let LAYER PEEL 4 YER!WRAPPED STICK) FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 7/16' ZIP WALL J' THICK 3 GOAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAM 1 eEP v-9En VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL�cASING BEm SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDQE INSTALLATIONS COLUMN (W/"L" FLASHING) SCALE: NT8 WOOD SHEATHIW3 2x PRAMING MEMBER J' THICK 3 COAT CEMENT PLASTER -/-- FASTENED TO SHEATHING • T' O.G. MAX. 5 S . WRB LAYER M, i STUCCO WRAP �•, WOOD SHEATHN6 METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER SPRNI'RR BEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING a l' O.G.) GMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY /yTRCORNER BEAD,A3) BLOCK WR5 LAYER M, STUCCO WRAP WR5 LAYER 92, FORTIFIBER BUILDINCs PAPER---', METAL LATH J' THICK, 3 COAT CEMENT PLASTER VIBELF-ADHERING- n FLASHING WINDOW FLANGE STuccN� WR5 LAVE BUILDING METAL LA J' THICK, 3 PLASTER h'SELF-A FLASHING DRIP C< WINDOW S 15B CASING BEAD 0 WINDOW (FRAME, NO BAND) WOOD SHEATHING 1 WRB LAYER 01, ! STUCCO WRAP 1 WRB LAYER 02, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) a 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003325 I n O k a.'s, PARK #10 #'-10112 BLSTON" swam: HT LLBLY DETAILS 160ARH EXP. C 60 \ 9A NO 93723 " J nP ID 4/08/21 8CAL19: 1/4"=1'-0" WA3 YGAP TYP i' THICK 3 COAT CEMENT LEGEND WOOD SHEATHING cAso RenMETA MADLLATH PI -ASTER IX TRIM MEMBER WRB LAYER 9, • STUCCO TO STUCCO WRAP SIDING TRANSITION WIM LAYER n FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PA4R LAYER 01, STUCCO WRAP) SIDING WOOD BNEAT INCs WRB LAYER 02, FORTIFIBER WRB LAYER 02 (FORTIFIBER - — • — — BUILDING PAPER WRB LAYER "I, BUILDING PAPER) 1441 N. RONALD RE40AN BLVD METAL LATH STUCCO WRAP METAL LATH x—x—x—x LORiG 407D74-6, FL02780 FAX 407.7144078 i WRS LAYER "I, WRB LAYER 'N, STUCCO www.abdasigngroup.com J' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER STUCCO WRAP gip SAP AA a:000W25 PLASTER ! i BUILDING PAPER WOD OR 1/16' ZIP WALL 6'SELF-ADHERING , OMETAL LATH CASING BEAD SHEATHING FLASHING 11 6' SELF-ADHEREINO SELF-ADHESIVE FLASHING 8— — — — VINYL ANGLED EXPLODED � THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VIEW PLASTER SIDING TO STUCCO T; CASING BEAD 1 ; ,_-------------------------------------------------------------------------------------------------- DRIP CAP y (CROSS SECTION) SEALANT PLASTER3 GOAT CEMENT WINDOW FLANGE � CAYWERRAP i� J METAL LATH t � 1 1 VINYL ANGLED ` 1UOOD CONST =TWN BASING BEAD BeYOND WOOD SI•EATHMS L. WLAYER "2, FORTINBER e�alReITHER Iq OTIVEUM I BUILDING PAPER i WEATHER RESISTIVE �I WINDOW FRAME A( 1 W—��M_ — WRB LAYER "2, FORTIFIBER Mr METAL LATH x T Y LAP sIDM6 / \ ,.�; REJEAL �� e'SELP"ADIER; BUILDING PAPER ' a ]' THICK 3 COAT CEMENT RA6F18CLFWOADMERMI6 I i 1 PLASTER 'a 1� 1 p11�ATNEER"IHaTIVE I E-Z BEAD VINYL CASING / \ \ WEAN� RReSISTIVE 1 (W/3' FLEXIBLE PVC BACKER ROD) STARTER STRIP rr��a,�� 6'SELF-ADHERING �a J \ ° 1 FLASHING i' I \�\ y eADHERINe .'.i: \ aa.vv METAL DRIP CAPS Z. i WRB LAYER "I, STUCCO WRAP, i W � I • x 6' 6 ATED j WRAPPED AROUND FRAMING MEMBER f WINDOW FLANGE TIeM rBrIeER O CASING BEAD C� WINDOW gym`` xY 6' SELF ADHESIVE FLASHING x (FRAME, W/BAND) `�A, �UANT 2X MEMBING ER SOD SHEATHING 15C ' .,�.,,�..�.. DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME -------------------------------------------------------------------------------------------------- 19 TRANSITION ---------------------------------------------------- i'4' GAP TYP i' THICK, 3 COAT CEMENT NOTE: ' CASING BEAD PLASTER WOOD SHEATHING METAL LATH: LATH TO BE PER SECTION ; SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL I I LATH DOES NOT MEET SPECIFICATIONS) I WRB LAYER 02, FORTIFIBER BUILDING PAPER ; I STTUUCCOYWRRAP WOOD SHEATHING WINDOW FRAME , 1 WOOD SHEATHING j I WR8 LAYER -1, FORTIFIBER DEYO DrIaIGTION `• ADHERI,Ks i i BUILDING PAPER i WRB LAYER 01, WOOD SHEATHM6 � WEATHRESIVE ER STII M ' ' THICK 3 COAT CEMENT STUCCO WRAP ° " � � \ uEA R oeTAP PLASTER , SAwlER �SEfrh/G / \ Cr i R.AS4WA� I WRB LAYER e2, FORTIFIBER X r Y' LAP SIDING RE4AL I 1 VINYL ANGLED I 1 BUILDING PAPER S'SELF•ADHERWJG 1 II�AThM-'R RESISTIVE BARp1ER� 1 1 LAYER I 1 CASING BEAD ' METAL LATH uEAt R �SISTIVE i 3TR5 i VINYL CASMG BEAD STARTER STRIP ' `\ ' i sysDiv ae Loa': ABBOTT PARK LOT #10 BLK. #11 0�i 100 4.-10112 MODMIA 3EEB "2260— ELSTON" GARAOZ swum: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. 11 \V D METAL 6' WIDE PEEL 1 STICK C (EXPLODED 8* THICK, 3 COAT CEMENT lfkl�1 I •r a.ASwMG i VIEW FOR PLASTER \ WINDOW FLANGE OVER FLANGE CLARITY) SALV'D METAL �� ` WEATHER RESSTIVE 'r R.ASHMG SAMER 9 TO LAP I I Y x e• ATED e• MM ABOVE TOP E-Z BEAD VINYL CASING , W oo TR^"OF W P4AB"I IM I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) q I �� E °D� Gc \ / WiaO�e SEL� R MEMBER NINS APPLY FULL BED OF SEALANT BETWE � Y !uu%'PLExIDLE PVO v SELr-ADHERMG I R.ASNMG FLANGE 4 BUILDING WRAP CASING BEAD ® RAISED FL \' BUILDING 1 BAND (FRAME) TH r eAra°TSAITe `\ OR AP �"eEALA*T WRAP 17A ��KSISTIVE yER;E81STIVE SCALE: Ii/2'.1'-0'------------------------------------------------------------------------------------_ NO 907 WEATHER RESISTIVE i"2 MAD VINYL �esnfl� BAMER n � R P�^O DATM 4 08 21 ® SIDINGTO OSTUCCO TO FRAME"Re1871� 16 A E Z BEAD WINDOW CASING °�� 1'4"=1'-°" TRANSITION �� 19 WA.4 MFSN� LD BE TARN IN MEPINO THE VENT PROPERLY 1',8'ANOIW SHONN IN I' GALVANIZED ALIGNED—NT FIFEISSEALEDIFIRTL D.NAILINPLACE LW M 1•t 11' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED M ALL SNINGLE EDGES NEAR THE EM WINTOPENNGINTHEROOF OUTER EDGE AND AROUND THE ENURE PERIMETER AS RECCMIAENDEDINSEVERE WE RCCASTAL SHUMNG. SIZE THE OPENING IN VATH TIE CONSTRUClIW 20NE5. CIWRT SHOWN. IN THE EVENT A MECHWICAL VENT FAN IS USED, 612E THE VENT OPENING INACCOfON/CE WITH VENT FAN MANl1FACTURE'8 PIPING CONNECTION INSTRlT • MIT IN DO CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE NDT OPENND IN THE ROOF. �° RENW—VE INTERFERING SHINGLE NNLS N W THE PERMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT roTHE ROOF SNEATNNG. SLIDE 1 TOP AID SIDE FLANGES OF THE VENT IAAND IROER SHFPLES.ALLOW THE BOTTOM VENTFLANGES TOIAY ON 11E T(P OF THE SHINGLES. IF ROOF HOOD VENT DETAIL Ee NTD Twim FOLD -I Q)f HGtlEIRAP AT 46• A%K" TIOC F At WRA T' MO 'P OJT T N HOISESRAP OUNI LSR Q BEIOQY op"mm MOLD N AT APPROVED WIOIRlSIEAP OVER SIRATHNG OVER WP STUD WALL SLOP STEP 1 INSTALL 6•- 6ELF-ADWRRNS FLAOMM OVER NAILING FLANGE JAMM EMEND PLASWIMG I' OELOU \J/\ RIDLE N-FL .IXASHen DO NOT SEAL Da"CH —� FN STEP 6 *S• INSTALL6 SELF-ADHIRNG K AWNS OVER VINYL WRAP RA&WO (UTH END 0") NAILING PLANx I ULP-ADWWWO NS I• MM BEYCIND JAMS R.AINI FLAeHEWEI SDTALL VNTL COW CAP MOLDED ARWND 80.9E DF PIPE N1O OVER PL/.FIGE ALIGN FLASFNtl SV W. SIM OF Nu. MO. IM04 WOAI.LY PASTEN FANFRD EXWEL (CAP NAILS. STAPLES) MULL OUPOWT PLID~ AS T R.ADWMS AT TM FOLD HOuSENPAP DON 1 TAPE DIAGONAL CUT ACRWS DEAD OF WINDOW MN PLUMBING VENT DETAILS VOTALL 6• WDE ADHESIVE - DACK® PLKXMA FLASN6IG MATERIAL OVER POP CAP JOINT (FROT=Q. EAP OT-204L a RdUV) STEP 7 STEP 8 '1111� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 "Im J IN OVER PINT 6fMOR MEANER FELT UNDERLAMIENT � A ROOFING CEMENT NO FASINER9 W TNN a• of CENTERUNE —_ III FASTNERS IN ENOOF SNN(iLE NO END S-1 AT LEAST 12-BEYON VALLEY CENTERLINE CLIPPED OFF CORNER AT IS DEOREI ASNN(NE3 TRNMED r 6•CJ( - - VALLEY CENTERLINE ROOF VALLEY DETAIL APPLY 061 IOU (a ECEAAL) SEALANT 1 W 4DOUCM JONT. FLUID APPLIED FLASMMG (LANDO UOTE-SEAL RC-69 OR EOLALJ. SLOPE SILL TO EN bkzL L IT 10 TYR CONTACTORS RESPON6IDILTY TO VERFY THE COP PATDILITY O ALL PRODUCTS NCWDN6 HOUSE~. /EALANTe A SELF-ADHER1143 RAGNM MATE11IAL6 USED DUPOO O"TNI CTIO L . INSTALL. ALL MATERIAL6 PER H~AC11MLRS UAtlTTEJ 6PECF4ATI0k SEALANTS MAY REACT ADVERSELY F NOT COFIPATIDLE. EAN AND SEAL JAMB TO BILL JOINTS WITH DOW IM FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SMALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE O= WATER NTWSION BELOW THE WINDOW OPENING ham REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT L IT IS THE CONTACTOM RE6R"IE ILTY TO VERFY " CO" PAT BILITY OP ALL PRODUCTS NCLUOMG 6EALAM6 E SELF-ADWE NS FLA614MM MATERALS USED DURING CO(STR)CTIOFL 1 R.ASNN6 AT EMElIOR YDIDCI S AMC) DOOR OPENNM SHALL DE METALLED N ACCORDANCE UNTN MANPACTURERS 0,16TALLATON M6TRUCTIONS AND APPROVED METHOD U OF FDC R1DSA LI N ACCORDANCE WTW FFRSFOR iIIWA MANIPACTWRRS INSTALLATION AND FLASH SNTRICTIOI6. 9y SEALANTS MAY RCACT ADVERSELY F NOT ccea�anDLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NT6 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774_6078 FAX: 407-7744078 www,bdesigngroup.com AA N: 0003325 m 8 IIN �� R Jill N X O mmmmo sysn:v lI Lo:: ABBOTT PARK LOT #10 BLK. #11 04t181w0 0-10112 Mo 3EEB "2260—ELSTON" GA3t"Z XWMG: RIGHT PALM WALL ASSEMBLY DETAILS 160 MPH EXP. C I U 1021 leNO WM a DP TM 4/06/21 scALM 1/4"=1'—O" s WA5 / i \ ---------------------- - ---- ------------ *------i \ 2x6 SUB-BANb 717-7W/I'x4' NOTCH -- - -- --- - -- ' END, WRAPPED IN c\v f PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE �1\ _ I\ i/8' TEXTURED I \ FINISH - WOOD I \\ 2. SUB BAND I I/8w 1/2' TEXTURED \ "� FINISH 0 CMU i \ METAL FASCIA \\ WRAP 1a' FROM \\ ,f STUCCO, I' FROM \ --- - - -- 'Id V WOOD WALL \ `—EXTERIOR WALL (FRAME OR CMU) \\ \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®FLAN A ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, 1' OFF WALL �. NOT INTO STUCCO) -1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER'!, STUCCO WRAP(PRAME ONLY) WRB LAYER 02, FORTIP15ER 5UIL0ING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT I'I/S' TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED FINISH ® CMU / 2x6 SUB -BAND W/1'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND WA�'x4' NOTCH a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) lz�>:xxx x �' SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND W/116'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com AA M: 0003326 Q swan►. as LOT, ABBOTT PARK LOT #10 BLK. # 11 PMJZCT 04181.00 -10112 xoaM, 3EEB "2260-ELSTON" 0AaAGM sWW0., RIGHT PAOs WALL ASSEMBLY DETAILS 160 MPH EXP. C METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF APR 2 DRIP EDGE11 2x SUB -BAND W/11�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY a 4/06/21 sCALM 1/4"=l'-0" sI'I Vd T��TT A6 FOUNDATION NOTES 29'-8" 17'-7" 10'-0" 2'•1" TEA F-----1 3%6" 26'-2" 0'-0" 4" CONC. W IL Q TOP OF SLAB SLAB wl y 0. I� m io I] I~ � O I FM-78X18 — — — — — — — EXTEN SLAB SLAB, 1/2" 6-4" 13'_2" 10'-2" I I I �I 4" PVC CHASE) m 0. o I i TOP OF I SLAB 4 z I- I `D 4 �� UP TO 2ND FLOOR 1 u (FIELD VERIFY EXACT LOCATION) �.` N 4 1.1 4 cW_X-------J b M 2s — — — — — — cWGlsxlz T-8" 23'-4"— — 00 " rol EXTEND CWC-16X12 8 SLAB 1 1/2" 1.1 EXTEND LM-16X18 1/2 SLAB 1 1/2" _ '-8" L T-5" I, T-7" I 14'-8" 6'-4" M 4" CONC. SLAB I °D m l G 0 0 W I ?4 M ON I�W L _FM_10X16 u Im I SIM. 2 1A Y ur 4 I� I 1.1 1.t ILL I 4 I ,., ,. FM-16X18— '�" '-4" T-10" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS.. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4% 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. I1.OINDICATES #5 BAR, OINDICATES 06 BAR,MNDICATES 07 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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER 31/7' 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 BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 19, - (2)#5s FMC-16x18 16, CONTINUOUS 19, - (2)#S's VARIES TE-1 6" SEE PLAN 8" - () l (-)O.gI TE-2 12' SEE PLAN 10" - ) s _ (+)0'_O" F-2424 24" 24" 12" 7746 s 7MM s F2-24x24 24" 24" 16, O 's ) 9's CW-16X12 16, CONTINUOUS 12" - (2)#5's CWC-16X12 1 18' rCONTINUOUS 1 12" - 12)#5's 1 #5 IN CURB VARIES no 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 It W W I aUDDIV. at LOT: ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04 81.000-10112 MODE7t 3EEB "2260—ELSTON" GARAGE BWRZG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C D � 4/06/21 acALE: 1/4"=1'-0" aHEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING } Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED o Q Q. CELL SEE PLAN FOR SIZE AND a p, CELL SEE PLAN FOR SIZE AND O } SPACING REQUIREMENTS p vs� I 0 SPACING REQUIREMENTS t m W co + — I rr . >, ._. GARAGE DOOR m U 0: 7J Q y I c V. FM W g p RECESS 9' cr Z O 8" CMU WALL O e"CMU WALL > I n . CORNER BARS, SAME SIZE AS LARGER BAR I, IN FOUNDATION WITH 30" LEG EACH_TOP W W OF SLAB $WAY AT ALL CHANGES IN DIRECTIONSTOP SO THAT THE STEEL REINF. IS CONTINUOUS Kil OF SLAB ' MATCH AMOUNT OF CONTINUOUS BARS CURB FOR - VARIES i MASONRY n EXT. PORCH SLAB L SEE SLAB SCHEDULE BAR SIZE 48 BAR DL0. 4"CHAMFER (1STORV) • uy TOP OF GARAGE _ SEE SLAB SCHEDULE EXT. PORCH SLABCHAMFER .' 4 o I ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET `'" �=p. AT ELEV: Wl 1IT' ISOLATION .° ..e JOINT (WHERE • • 6" CHAMFER (2-STORY) 18' #4 24" (1-STORY) W/ 12" ISOLATION ILA, 8" CHAMFER (2-STORY) ! �.'.APPLICABLE) 0'A" i SEE SCHEDULE 30" JOINT •?ij EE SCHEDULE#5 APPLICABLE) Z a. TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE #6 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34"=r-a' 2 GARAGE SCALE:34"=1'A" CORNER BARS DETAIL DOOR OPENING SCALE: 314"=l'-0" Z (1) #5 REBAR VERTICALLY W/ CONC. g U POURED CELL LAP TOP PLATE A MIN. OF 48 8" CMU AND NAIL W/ 16d COMMON m NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT d REBAR ®24" O.C. CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 5 Z a� W S sue W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W! SYP O w0 O ;Q0 8' I 2" CAPPED GALVANIZED PIPE d I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W! SPACING. SINGLE BTM. PLATE 4F ~ W/FLANGE 0 BASE j NEW REINF. BAR O a SECURED W! 2- PART IIZ'xg!' WEDGE ANCHOR W/ 2' TO BE PT, PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH g I EPDXY, MIN, EMBED PLATE EPDXY 5-12" EMBED. MIN. 01IS- OC [::� 5 Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. iv 4" CONC., REINF. W/ _ w SPECIFICATIONS FOR U) A CHORS WI IOd x PLATEBTM AND TOP 1/2' Bk8' #10 W WM ON SECURE FLANGE TO SLAB W/(4)1/4" X 21/4" = USE AND I PREPARATION OF COMMON NAILS FILL ALL N _ O 6-MIL POLY ETHYLENE TAPCONS HOLE. HOLES, DO NOT USE 10d W W VAPOR BARRIER ON Z cm x 3" SEE SLAB SCHEDULE WELL -COMPACTED Q CLEAN FILL TERMITE i+ p OAP c�S +_ 0'-0"OF 6 111 TREATMENT SHALL BE TOP SLAB .. BORA-CARE 1 (2) CONT. #4 REBAR 4"CHAMFER (1STORV) 4 r 6" CHAMFER (2-STORY) ° (2) #5 REBAR ON CHAIRS 12' MIN. DEPTH INTO Z W 2.000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE _ VIRGIN OR ENGINEERED SOIL . > 0 SLAB HEIGHT LESS THAN 3'-6' COMPACTED SOIL PER PLAN L D 5 scALE: 3/4•'=1•-a• PODDING BAR TO AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION BDALE:34=,'-0" (W/ UPLIFT) 6 FOOTING W/ BLOCK WALL SCALE: 3 4"=1'-0" 1A SC LAP TOP PLATE A MIN. OF 48' 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, 4" O/C BTM, STEEL REINFORCING IN GROUTED WALLW/ l S WOOD BEARING WASYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Q ^ 0. SLAB W/tOd MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL NAIL 18. 0lC STAGGERED. ADDITIONAL METAL 18' O/C STAGGERED. QQ CONNECTORS NOT ADDITIONAL METAL CONNECTORS NOT m U � -1 REQUIRED WHEN NO REQUIRED WHEN NO ra. W UPLIFT'SPRESENT. UPLIFT IS PRESENT. O 8" CMU WALL Z a`"0, LINTEL CONT. (TYP.) SLAB SCHEDULE < CMU FILLED CELL (TYP.) TOP OF SLAB Q SEE SLAB SCHEDULE 0'�°��2X WALL FRAMING OP OF SLAB [SEE < SEE SLAB SCHEDULE WPOURED 12" DIA SIMPSON STB2 BOLTS 5" TOP OF SLAB Z Z - ® MINIMUM EMBEDMENT INTO • ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ea•a•° �.-�, CENTERED UNDER WALL AND 16. O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH ea•�° SEE SCHEDULE ° T- :-�- FOUNDATION AND SLAB SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE $ / FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY L ✓ AND BAR QUANTITY AND BAR QUANTITY�/I• 8 INTERIOR CURB FOUNDATION WOOD WALL %,INTERIOR FOUNDATION WOOD WALL `� SCALE: 3/4"=T-a' (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRG WALL TO r��R BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 31,V=l'-a' 11 SCALE:34"=1'0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL32760 PH: 407.774-6078 FAX: 407-7744078 wvuw.abdeslgngrouP.com AA M: 0003325 c OEM ae LOT: ABBOTT PARK LOT #10 BLK. #11 PROJECT 04181.000-10112 HODE1a 3EEB "2260-ELSTON" GARAGE SNING: RIGHT PAGE: DETAILS 160 MPH EXP. C 21 Dw A� 4/06/21 IBCALE: 1/4"=f-0" SHEET S1.1A STEEL REINFORCING IN GROUTED ZV CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/+�" NOSE d ' Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PAVERS #4 REBAR(TYR) a-a'TOP O i8'CMU w m Q WALL _ o a 6'CMU WALL p'-a'+- TOP OFSLAB OF SLA • SEE SLP,B SCHEDULEZ g 12" RADIUS OR CHAMFER a m SEE SLAB SCHEDULE �'..: N WIE U a Z ° 4 SLAB a - a ° SEE SCHEDULE FOR WxD, BAR SIZE > w w — °'• AND BAR QUANTITY • �Og �• EESCHEDULE 0 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE —sk FOR MD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INT RIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 , � AT ALL PAVER AREAS SCALE: 12"=1'-0" LAP TOP PLATE A MIN. OF 46' 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 Zx6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 12"Z WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. 016' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ lod x 1 1l7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" ,SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL scALE:3/a"=r-a• (�// UPLIFT) Z ta g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 15- C SPACING REQUIREMENTS ¢� m W U N O Z elCMU WALL TOP OF 5% W SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA > EXT. PORCH SLAB 4" CHAMFER (1-STORY) 18„ O W/ 12 ISOLATION 8" CHAMFER (2-STORY) JOINT (WHERE #4 24" APPLICABLE) Z , - MATCH STEEL #5 3a' 6" PVC CHASE REINFORCEMENT PER SCHEDULE 36' THRU FOOTING � #7 #7 47 SEE SCHEDULE FOR WxD,R SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE APR I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 o A ounDiv. Se LOT: ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181.000-10112 MODEU 3EEB "2260-ELSTON" GARAGE SW140: RIGHT PAGE: DETAILS 160 MPH EXP C 23'-8' 13'-7" , 0'8 3'-8" EM fV v 0 i� 0 N V N `t W N Q F9 4 N V-4" 4 P 5'-5" � N b q � N 4 c (V N 4 APR FIRST FL00B DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ills !oil SUHDIV. & LAT: ABBOTT PARK LOT #10 BLK. #11 PROJECT* 04181.000-10112 MODELa 3EEB "2260—ELSTON" GARAGE SKIING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM Jll a O CLEAN OUT REQUIRED Q FOR INSPECTION ' 0'-0" FIN. FLR. • TIE ERTICALREBAR TO HORIZONTAL a.; REBARW/10"HOOK BAR SIZE 48 BAR DIA z #3 1 18' > #4 24" v #5 30" #6 36" #7 4Z' HORIZONTAL/VERTICAL REINFORCING � SCALE: 3l4"=1'-0" Q W S 7 NEW REINF. BAR try SECURED W/2-PART a a I EPDXY. MIN. EMBED 1 g 0', LINO FOLLOW ALL MANF. = Q W O SPECIFICATIONS FOR _ USE AND Q PREPARATION OF W HOLE. a 4 STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=T-U' A Z OFFSET METHOD CONTINUOUS BAR#?SIZE 48 BA8A. R DI METHOD #4 24" HORIZONTALNERTICAL #5 3a' REINFORCING #361, s 42" #5 BARS 8" ■ b CMU UNIT DIMENSIONS ap ARE NOMINAL SIZES 3 MASONRY SYMBOLS SCALE: 3/4"=T-9' An I I 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.774807S FAX 407.774407E www.abdesigngroup.com AA #: 0003325 m M ab —LL —9 H w f 0 BUDDIV. ae LOT ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181.000-10112 MODELa 3EEB "2260—ELSTON" GARAGE BMING: RIGHT PAGE: DETAILS 160 MPH EXP. C 3 NOTES: STRAPS FOR ROOF TRUSSES TO BE O WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. O WOOD FLOOR: >2 W/ (8) 1 Od x 1 1 /2" HDG NAILS, WOOD TO WOOD: OA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. ODD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER IOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 1E REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH JRER'S SPECIFICATIONS, S FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS GALVANIZED. AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, :RS ARE TO BE GALVANIZED. AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE E LINTELS, A OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND ,AN OPENINGS. S SHALL HAVE 4" NOMINAL BEARING (4"). IUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE PING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE I SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND AL. :E 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES i 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED ER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. SS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END 5 OTHERWISE SHOWN DIFFERENT, DID BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON JAL ANALYSIS. . ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK O(2)2x6 (2) 2x12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL! T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT IARK DESCRIPTION (c SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BS2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F18-1TA1M/0B BTM. 4 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" APR 12 i"I N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngmup.com L AA #: 0003325 q a Q q L R a 111101 mm evSDIV. Ae LOT ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181.000-10112 MODEL 3EEB "2260—ELSTON" GARAGE 8`111II87O: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DATE: DATE 4/08 21 DCALE: 1/4"=V-0" lIIIiE CT S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10' HOOK 30'TYPICAL #5 BAR IN BOND BEAM OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �\,\\���� PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e ,ENO REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#�` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 9)06*' �D 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 1#5 TOP OF THE LINTEL. o„ / A \k. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 806 DEL BOND 00 BEAM W1(8 #5 BAR BONG BEAOF • fy\O� EACH COURSE \r\G Bx8 BOND BEAM TOP OF BOND BEAM F = FILLED W/ GROUT • Op�G� W1(1) #5 BARIND I �\AO U = UNFILLED GROUT SOLID FROMTOP �P1\O NOMINAL LINTEL TO TOP OF BONDOF OPENING WIDTH # OF #5'5, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE K{//' p SEE NOTE 5 16-1 T/ 1 1 V I/ B 8x8 PRE -CAST CONCR 5 LINTEL W10) MS BAR ( Pe �Fe NOMINAL—�� MASONRY P� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WICORNER OPE"'NG-2'BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR nREINFORCING THAT XFXX-iTI1MNBIND CATE6A DOUBLE BONO BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCR2SCALE: 3/4"=1'0AND XFXX-1TgMO81ND CATES A SINGLE BOND BEAM PI ACED IN LINTEL LINTEL, W O STEEL (LIT IS THIS ENGINEER'S INTENTTO PLAN FOR LOCATI AND XUXX-1T/iMNBINDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T P LIMEL OF OPENING AND XUXX- ITWMS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2z4 (MIN 2 X 3)1-3M6 AT HIGHER ELEVATION 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 11. O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR SENT AS SHOWN 2-3116 ON )(MIN PRE -CAST '4 164 OR DRIVE PIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") B" 'v SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-111V EMBEDMENT b 2z8 (MIN 2X3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELqllN 145 MIN HEAD AS TO ALLOW BE SIZESHAN300 MEN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACE 1/4") FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWE #5 MIN. REQUIRED IN . MIN 1-1/4" MIN, 2-12d PER BLK. EA. END V/7/16'OS[3 BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING CMUWALL CORNER BARS SILL CONSTRUCTION 4 SCA�:,,�-� ARCHWAY FRAMING DETAIL AT CORNER STEP C 5 SCALE: 3/4"=1'0 3 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I I I — SINGLE #5 CORNER Oi BAR, 301C30 TURNED UP TURNED DOWN INTO STEEL REINF. OF BOR FILLED CELL OND. BEAM s II I II / II 8x8 CMU PIER UUU PROVID(€ #S BAR APR 1 W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SIDE " ' SEE PLAN. / STEEL REINF, OF OF EACH TION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANG4' LINTEL CHANGE IN ELEVATION OF BOND BE 7 SC SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngrouP.com L AA 8: 0003325 W Q A aysa:v. ae Loll ABBOTT PARK LOT #10 BLK. #11 PROJECT 04181.000-10112 MODEU 3EEB "2260-ELSTON' GARAGE 9rIING: RIGHT PAGE: DETAILS 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFEL A TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF L AD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818.06 161T 1T 1T 1T 1TNB TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH 8/&1T fiN8.1T 6120-1T 8l?A-1T 828-1T 8/32-1T ere 16 18 ttN m1 ttN 1T/1 ITN &s-2r eilo r e2o-2r e24-2r arA-zr &w-zT 3'�' PRECAST 1438 962 3114 4217 5321 6426 7531 3' 8• PRECAST 689 1024 1 3' 8" PRECAST ISO3524 4394 5253 6132 7001 2485 8119 8385 7708 9031 10000 1589 9524 4394 6289 8132 7001 4'-0' PRECAST 1085 70D 2305 3125 3946 4765 507 4'-0' PRECAST 514 763 W-W PRECAST 1363 3080 3815 45M 5325 am 1961 6113 7192 5524 7827 $751 1363 3050 3815 4570 5W5 6079 4W PRECAST 819 533 1770 2400 3033 3666 43DO 4'-S" PRECAST 398 591 4'-8" PRECAST 1207 2582 3375 4043 4711 5379 1625 6743 7M7 6752 6541 75M 1207 2707 3375 4043 4711 5379 5-4• PRECAST 931 1247 1999 2500 3123 36M 4249 5' 4' PRECAST 411 411 5' 4' PRECAST 1016 1806 2374 29" 3513 4084 1319 44W 7196 7342 5780 6269 1016 227e 26M 3399 3961 4084 5-10" PRECAST 817 1024 1031 2090 2540 3003470 5-10` PRECAST 340 339 5'-10" PRECAST no 1499 1971 2443 2015 3387 11e1 3693 5877 6036 6546 �g 929 2080 2599 3107 3620 4133 8'-0" PRECAST 892 1139 3227 3031 3707 4383 5061 8-0" PRECAST 410 721 8' 8" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4698 7064 10000 8e25 gm low 2320 2790 3251 3712 TO PRECAST 570 We 2498 2205 Me 3191 3686 7' 8" PRECAST 303 534 T-0" PRECAST 710 900 11e1 1402 1743 2025 938 2495 3408 4864 7067 6472 727 1624 2025 2428 2827 3228 9'4" PRECAST 428 03 1593 2204 2481 2818 2621 94" PRECAST 192 384 914" PRECAST 454 58e 767 948 1120 1310 839 1874 2298 3081 4099 4898 6M 1318 1843 1989 2184 2519 10'4" PRECAST 388 487 1247 1767 1904 2163 2028 101-W PRECAST 151 301 10'48" PRECAST 358 466 612 755 899 1042 s50 1407 1897 2781 3222 3784 5D4 1180 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2262 2088 3630 11'4" PRECAST 132 417 11'�' PRECAST 430 406 530 653 777 872 544 1912 1742 2252 2888 3662 468 1042 1372 1843 1470 1710 12'-0" PRECAST 308 607 '210 1596 2048 2506 3191 12'-0' PRECAST 111 370 17-0' PRECAST 383 308 476 587 e98 763 607 1210 1696 2E148 2588 3171 440 940 1300 1580 1314 1478 13'�" PRECAST 270 433 1045 1386 1732 2167 2536 13' 4' PRECAST 82 298 13' 4• PRECAST 308 303 393 484 575 045 414 1045 1355 1732 2316 2606 396 780 1057 1312 1071 1203 14'-0• PRECAST 254 388 We 12M Iwo 1966 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 sm e09 990 978 1272 1806 1960 2389 378 717 g81 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8' PRESTRESSED 239 422 506 829 746 865 468 1079 1420 1824 2277 2T12 248 863 980 1237 1474 1716 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 15'-4• PRESTRESSED 224 387 464 674 ON793 412 1014 1340 1703 2118 2613 230 818 90B 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 305 451 587 Soo 300 856 1121 1413 1739 2D47 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 268 346 430 513 595 235 736 959 1200 1467 1718 1e6 429 em 803 950 1008 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 -4 21'" PRESTRESSED 142 219 308 381 4M W7 190 698 833 1038 1188 1468 142 373 537 RO 816 943 220 PRESTRESSED N.R. NR NR NR NR NR j NR 22'-0. PRESTRESSED N.R. 116 27-V PRESTRESSED 137 220 29D 359 428 497 185 650 784 992 137 358 513 659 779 900 24%0' PRESTRESSED N.R. NR NR NR NR LM 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 129 460 854 824 124 319 455 581 687 1 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 i N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA #: 0003325 �a � 8 04 tY Q auSDm a< LOT: ABBOTT PARK LOT #10 BLK. #11 PROJECT 04181.00 -10112 MODELa 3EEB "2260—ELSTON" OARAGE SWING: RIGHT PALM: SAFE LOAD TABLES 160 MPH EXP. C (n —AT M-, 4/06/21 1 SCALE: 1/4" =1"-0' 1 S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 tl2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (31/2)(31/7) HTT4 W/ 5/8" DIA. x 5" EXP, SYP. PT, WOOD POST BOLT r-------- FIRE RAFT SHOP L---------J FLOORB�1, 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS l W- ELEV. VIEW PRE-ENG. FLR. JOISTS •/ 3/4" PLYWOOD I DRAFT STOP �I PRE-ENG. FLR. JOISTS III I 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON LGUM26-SDS W/ (4) 318" X 4" TITEN HD ANCHORS TO CMU 8 (4) 1/4" X 2 1/2" SDS SCREWS TO BEAM II II II II IY/ �' II II II II II\II�II\II�II II II II II Il n u 11 u u n u u n u u u II II II II it II II II II II II II n B 11 n u u n u u n u n II II it II II II I�I II II II II II II II II II II'� III --II II II II II ne ��u a n n n n Iip tau u n u o u n 11 No n " IY itu II II II II II II III II �, � II II II II II II II tr II II II 11 II 11 It 11 11 II II II II II II II II (" \` II II II II II 11 II II II `�=) II II 11 No SECURE 2X12 HDR It n u HvpT02X8 HDR MTS-20 I 11 II W/ 4) 1.148"x 2 1/2" DBL 1 NAILS ,I 11 11 11 _HJ10 _ x MOB I J3A Fv4 J1A II —I SIMPSON HETA 16 W/ (2) 1/2" WOOD PANELS DBL T u u n u 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 II II II�IIFJ%I n n n n u u II II II II II II II II II II II II II--� II II II II II II II 11 11 II II 11 11 11 II 2XII II D it BEARING II II II WALL W/ SYP NO.2 I II II STUDS F 16. TOP OF WOOD ° II n u WALL EL. 8'-8". it SECURE 2X12 HDR - ' L PROVIDE DRAFTSTOPPING TO LBW W/ MTS-20 = _ = ALONG THIS TRUSS AS TO VW(14) 0.148"A 2 1/2" LIMIT AREA TO 1000 S.F. NAILS PER FBCR 502.12 x -SIMPSON HU28 W/ (41 1/4" X - 2 3/4" TITEN 2 ANC PS TO _ _____ __ _10B 3 __PRFAB 96 E RICATED IJOI_ST �242=0.C. MAX ==_ FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003326 st p LJ svHarv. � LOT: ABBOTT PARK LOT ##10 BLK. ##11 PROJECT* 04181.000-10112 MoDELa 3EEB "2260—ELSTON" GARAGE sRING: RIGHT PAGE: FLOOR FRAMING PLAN %160 MPH EXP. C 1 sCALM 1/4"=1'-0" 1 s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROQFNVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING ANDAPPROVAL FASTENER SCHEDULE" A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 100 x 1" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFM/ALLIFLOOR (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #27' x 4", HTSM20 W/1010d TO (12) 16d x 1 k' NAILS TO TRUSS SHEATHING (9)10d x 1 J' NAILS TO 6% 8" x 4'-0" MAY BE ADDED TRUSS AND 14)114" x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 7' x 4', EMBEDMENT, USED IN ADDITIONAL PLY MAX. TO (16) 10d x 3 }" NAILS TO GIRDER AND 6', B" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER 1111900 UPUFT 12) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" UPLIFT CONNECTOR CONNECTOR TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF 1441 N. RONALD REIIGAN BLVD WITH (12) 16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1W PH: 407-774.6078 1x2, 2z WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HD TO CMU AND (12) SDS J" z 2}" TO GIRDER TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL FAX: 407-774-4078 www.abdesigngroup.wm 2z SECURED W/ (3)1Bd GALV. COMMON NAILS. ENGINEERED WOOD 8{1) SIMPSON FGTR GIRDER TIEDOWN WITH AA #: 0003325 tx2 SECURED W/ 10d TRUSSES 0 24" O/C (2) J" x 5" TITEN HD TO CMU AND (18) BOB }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1x2, 2x WOOD FASCIA 3" TO GIRDER 12" O/C FOR REVIEW SEE ARCHITECTURAL 2x SECURED C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMONN NAILS, 16tl AILS. (2)}" x 5'TITEN HD TO CMU AND (18) SDS }" x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1T O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LES (1 PLY) A ALLOWABLE UPLIFT = 3265 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 7' COVER & 7' APART 1A 16 1C TYPICAL TRUSS/ REPAIR OF MULTIPLE scAL :34'=,-0" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTORS) 2A 2B 2C GIRDER CONNECTOR(S) 60A :3/4'=r-a' 3 SCALE:34"=1'0' (2) 2X4 No.2 SYP DIAG. /— 2x4 BLOCKING BETWEEN T 8 G SUBFLO GLUED AND BRACE W/ (3)12d EA / TRUSSES WHERE SC S SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO L// X-BRACING IS PRESENT AT \WlT A1220GAUGEPER ELEVATION t-1,"2 HDG COMMON NAILS, EACH END TOTAL OF 10 8ER�8 BACKEROM rdomE88 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2. LUMBER COVER 5 TRUSSES) 4'-O" O.C. (AT SHEATHING O'-0" TO 30'-0' (1) "X" BRACE SEAMS) 30'4" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE 6'-0" MAX (W/IX4) (1) "X" BRACE ® CENTER TO ELK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' OR 10'-0" MAX (1/J/2X4) FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' I? h rr ti 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PER ELEVATION BTM. CHORD PRE-ENG GABLE TRUSSBACKER SECURE GABLE TO 2x8 BLOCKPRE�NG IJOIST PLAN FOR LOCATION STIFFBACK (AS PERSTRENGTH O.C. MAXJE 5/8" GYPSUM BOARD OR 1/7' HIGH o a MAY NOT BE REQUIRED TRUSS ENG ) CONT. 2x4 SECURED W/ RIA CLGBOARD iv H.. d t EACH TRUSS SECURE [JOIST TO TOP PLATE w/ (2)12d TOENAILS BTM. CHORD OF E' TO BE INSTALLED T 10'-0" O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE HTT4 W/ 516' A.B. WITH SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE MIN. T' EMBEDMENT TO SLAB & (18) t6d x 212 NAILS TO POST., BOND BEAM REQ. BRES BAOURM Tl1GQF.� BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE NAILSIIZEANDPATT RN POST TO SIT DIRECTLY ON SLAB I v a^ 1x4 BTM. CHORD BRACING B'-0" O/C END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-W O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. RTM CHnRn RRACINr. BLOCK WALL W/ GABLE END 4500 3/4" WOOD PANELS 6000 (2)12" WOOD PANELS I 60 (2) 12" WOOD PANELS BO 2x1UMBER ° • ;' �. ' :< ° SCALE: a4"=r-a' I SCALE: 3/4„=1'-0" PRE-ENG D TRUSS • . ° ` LVL/WOOD POST CONNECTIONS C J SCALE 3W=V-U' I -JOIST CONNECTION @ L.B.W. 4 SCALE:3/4"=V-O" (NO UPLIFT) 24" 24" MAX. w/ I -JOIST B" MAX.ING SPA' END w/i-JOIST TYP TYR P. SPACIN9 SEE FRAMING PLAN ENDLEDOF MAX MAX MA% " Bo. . ") " THE USE OF ALTERNATE MATERIALS MAY BE ..yy NOTCH DEPTH 1/4•D )y("R BOLT/J-BOLTW 2' �2EDOERYBOART W L2EDDERSBOARDTO ea*%aeOLTW2' USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >5/8" " 1IC--- HOLE DIAMETER WASHER 8. TO 6E USED MIN. EMBED. (1YP) WfH (JOIST 1. 1. ENSURE THAT EXP. INTO GROUTED CELLS 8CED INTO GROUTED CELLS 8" ALL BE USED WTH [JOIST WASHER & 61/2- MIN. EMBED. (TYP) FOLLOWING BVHDIV. & L10T: ABBOTT PARK LOT #10 BLK. #11 PROJECT* 04181.000-10112 MODELS 3EEB "2260— ELSTON" GARAGE IBWMG: RIGHT PAGE: DETAILS (I —JOIST) <2/5•D 6GL. STUD 160 MPH EXP. C ET,AROUND BOLT. FRONT OUTER 1/3 OF 2. SPLICE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 1 SPAN ONLY LEDGER SHOULD LAP A MIN of q) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS HOLE EDGE >5/6' � 3. ALL BOLTS TO HAVE WASHERS 2 ro EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5"MIN. 4. EXP. SOLTS/J.BOLTS SHOULD BVP PT AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 Z NOT BE ANY CLOSER THAN 6' ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE ��� f� O/C. z THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO Ll L B - SIMPS9, ON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"° WEDGE-SOLTIJ-BOLT, 5" MIN. g S. ONLY LEDGER INDIRECT °' 2 A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 (2) 2X8 CONTACT LEDGER) WTH REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE C • SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN, SYP PT CMU REQUIRED TO BE P.T. LEOGER SUBJECT TO Ft AND F2 FORCES. FMAPO 194) •IRA C:AI V MMMON NAZI R TO HFAnFR ANn /211Mr1-1/1' f:Al V NAII R TO AnIRT BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD FL#17241 D - SIMPSON HHUS7.25/10 G c 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75116 G < 3455 LBS, U < 210 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING COMM SPACING A DOUBLE SYP 2xS 12" 6" MAX. 24" O/C MAX. B DOUBLE SYP 2z12 (2) 3/4" 8" MAX. 24" O/C MAX. DATE: 4 08 21 STUD NOTCHING WOOD LEDGER ALTERNATE MATERIALS sCA=:1/4"=V-0" AND BORING LIMITS 10 JOIST WOOD LEDGER DETAIL scALE: 3/4"=l'-D' ATTACHMENT DETAIL It ss�EE���T--111 ..11 SCALE: 3/4"-T-9' SCALE: 3/4"=l'-0" " l • 1 SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUB PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMM—. „- EACH END IJOIST J LVLf PLATE STRAPS W/ 10d z 1 1/2" HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRESNO'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 24" O.C. MAX 8" CMU WALL— REINF PER PLAN (2)2X4 P.T. W/ - MASONRY NAILS 0 12" O.C. 1X2 FIRE-STOP- STRAP TRUSS TO P),. SEE SCHED. BELOIN REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS (JOIST (SEE FRAMING PU DBL 2)(12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.IA. " SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 34'=V-01' REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENTTO LEDGER BOARDS DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.IA. 8" CMU WALL— REINF PER PLAN O= UU PER ELEVATION II 2x4 P.T. CEILING NAILER W/ 24" M IJOIST (SEE FRAMING PLAN) MASONRY NAILS 0 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=1'-0" 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY RE-ENC ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN 'iRU88 T'O TOP /8" GYPSUM BOARD OR 1/7' HIGH W/ 1/T DIA. ANCHOR BOLT W/ 7''-` TOM MTS1 TRENGTH CLG. BOARD 4x4/4x6 SYP N( WASHER SET IN HIGH U <9W LBS W/ (14) 10dECURE TRUSS TO TOP PLATE w/ (2) WOOD POST T STRENGTH EPDXY 6' MIN. GALV, NAILS. 6d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MT@12OUBLE TOP PLATE r8TM. 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. STRAPx4 OR 2x6 WOOD BEARING ALL W/ SYP 2 STUDS SEE FL#17239 A LANS FOR SPACING. SINGLE nCONNECTION CONC.POURED BE PT, LINTEL COURSE ROVIDE DBLOTOP PLATE CONT. 2z4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 0 10'-6' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3M"=1' O" SIMPSON SPH4 OR A,PH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" 4 PROVIDE BLOCKING 12"GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 12'k9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-1 7' EMBED. MIN. ® 16' OC MAX. TRUSS CONNECTION L.B.W. 9a 9b S CALE LE34"=1'-0" TRUSS/WOOD POST CONNECTION AI 10a 10b 10c SCALE: WV=l'-U' TRUSS TO POST CONNECTION A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. B-SIMPSON HTS-20 U < 1310 LBS W/ (20) lOd GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'X3'SDS, (1) 5/8- A.T.R. TO HDU4 AND. (10) 1/4" X 2 1/2" SDS TO POST POSTTO SLAB SLAB CONNED A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2.300 G:10,335 W/ 5/8 DIA. x 6" EXP, BOLT C - SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-10 NAILS TO POST. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O m O mmmmm Susmv. Z M ABBOTT PARK LOT #10 BLK. #11 PROJECT* 04181.000-10112 1[ODEL• 3EEB "2260-ELSTON" GARAGE SUMG: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C a 0 sz. �e N G 20 TOP F DECK 2 z U `O a c v �-�� OPEN _--'�� i 4---------`—\--=J '4 io w N Y 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" ml 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com L AA M 0003325 W a WIN avnDLv. ae L'074 ABBOTT PARK LOT #10 BLK. #11 PROJECT#L 04181.000-10112 MODELA 3EEB "2260— ELSTON" GARAGE OWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C DBL. TOP PLATE CONT. (3) 2x')¢ HEADER PROVIDE EL12' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE LAP TOP PLATE A MIN. OF 46' 1- ALL TOGETHER W/ 16d CONT. AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE COMMON NAILS, 2-ROWS, 6' — — _ NAILS, 2-ROWS, 4" O.C. BTM, AND QUANTITY PROVIDE 1x ZZ 2x6 BLOCKING FOR SHUTTER O,C LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD INSTALLATION. PROVIDE 112" FILLER(S). NAIL ALL TOGETHER 4 PLYWOOD FILLER(S). NAIL N W/ t6d COMMON NAILS, ul ALL TOGETHER Wl 16d X 2-ROWS, 6' O.C. U� O C MON NAILS, 2-ROW6, 6" — — — — — — — — — - r= 2xln 2xlft 4 SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x 6' MIN. EXPANSION WINDOW BOLT W/ 3x3 OVERSIZED JACK STUD 2x NAILED INTO WASHERS PLACED 16' O.C. 4" INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SECTION A -A FILLER BELOW W/6'" O.C. SILL & HE R—IM.840 COMMON NAILS, O. I I ® SHORT 2x STUDS BENEATH WINDOW SILLS 2.6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2' ❑e PLYWOOD FILLER(S). NAIL (5) 2x STUDS IN CORNER. NAIL 2x MID -HEIGHT BLOCKING b � ALLTOGETHER W/ 16d THE (3) CORNER STUDS AND ANY PLYWOOD SEAMS g COMMON NAILS, 2-ROWS, 6' TOGETHER W/ 16d NAILS, 3" W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O,C. O.C. END - �- SIZE AND QUANITY PROVIDE 1x WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6" SIMPSON H10A WI 10d x 1 1/2' O.C. LAP TOP PLATES GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 AT CORNER, ALL HOLES OR SPH8 TOP & BOTTOM TYPICAL 2x STUDS 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 SPACING SPECIFIED (4) 2x STUDS IN CORNER. NAIL AND NAIL Wl 16d COMMON 1/2" GALV, COMMON NAILS ON PLANS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL THE (3) CORNER STUDS EVERY HOLE. DO NOT USE TOGETHER W/ t6d NAILS, 3" 3" LONG NAILS / \ O.0 ] E7 L BTM. MEMBER OF TOP h-yH7 JI PLATE SPLICE MUST OCCUR OVER STUD. LSTA18 W/ 10dx3" GALV. COMMON NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO TYP. ONLY FL#17244 JACK STUDS F 4" �O 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 32" O/C &' MIN CONC.EMBED. TYP. 16' MAX. 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END 16' MAX. NUM R OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2X6 (2)2x8 (3)2x8 (2)2x10 (3)2x10 (2)2x12 (3)2xl2 gTWVACWQjr0,Q =8PAC8A3o2P0D. 0 -2 ft j24 O m 3ca U 2 2x4 2 2x4 2 D14 () Z(4 (3) 2x4 SPAN KINGS SPAN KINGS 2x6 (2) (2) 2x6 (2)2.6 (2) 2x6 (2) 2.6 (2) 2x6 (3) 2x6 3-4ft 0-2ft 3-4ft 1 2 0-2ft 3-4ft 1 2 214 2x4 2 2x4 2 2x4 2 2x4 ()2x (3)2x4 2x 2x6 (2)2x (2 O (2) ( 5 - 6ft 2z4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5 - 6ft 3 5 - 6ft 2 6 2x6 I2) ()2x6 ( 7-8ft 3 7-8ft 3 2x4 2x4 2x4 2x4 2 2X4 2 Z14 2 2x4 2 2x4 7 - 8ft 9-loft 5 9-loft 3 ()2X8 8-tOR 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 -12 ft 5 10 - 12 ft 4 2x6 2x62x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=1'-0" PROVIDE (3) STUDS 0—� ')—NAILSTUDS V—NAIL STUDS—v CORNERS LAP TOP TOGETHER W/ TOGETHER W/ PLATE MEMBERS 12d @ 1Z' O.C. 12d @ 12' O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0PLYWOOD SHEATHING, "ROOF/WALUFLOOR SHEATHING CORNERS LAP TOP SEE'' ROOFANftL/FLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FAVTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFIWAUUFLOOR SHEATHING FASTENER SCHEDULE" C2 D 16' MAX. PROVIDE (3) STUDS CORNERS LAP TOP PLATE MEMBERS 16' MAX. Cl EXTER18�R MASONRY / WOOD p PROVIDE (3) STUDS @ —� CORNERS LAPTOP CONNECTIONS PLATEMEMBERS 2 PLACE 30# ROOF FELT BEHIND SCA =: 1 1/2"=l'-0' VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ R MASONRY/ CONCRETE (TYP,) 12d 0 12' O.C. APR n 1/2' DIA. SIMPSON TITEN 12" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED 'ROOF/WALUFLOOR SHEATHING CELL 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16, O/C, VERTICALLY MAX 16" O/C, VERTICALLY MAX C3 NAIL STUDS i7 TOGETHER W/ 12d A 12' O.C. I I SHEATHING ON I A I A INTERIOR OR �/ B EXTERIOR OF -- --- -- - - WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2,16 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) 1441 N. RONALD REAGAN BLVDI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ala O gtmDm Se LOT• ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181.000-10112 MODELe 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 ill" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rel) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x16 =It)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 Ss (1) #5 T N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES —mm---- —--- ------------- ------------- 8FS-1T/0M/0B UNO PROVIDE B82 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 17'-4" LINO 1 1 1 i %� 1 1 ♦% I 1 1 1 i . .%% ; 1 1 1 I 8F8-iTlOMI08 8F8-1T/0MI08 ,% 1 1 4L-----------------------------� SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" i441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com L AA#: 0003325 1 L s N O rr a a atrumv. & r.OT ABBOTT PARK LOT ##10 BLK. ##11 PROJECT# 04181.000-10112 MODEL: 3EEB "2260—ELSTON" GARAGE OWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C APR 1 2121 NO DATE k4/O6/21 DCAL�E: 1/ SHEET s5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE F AD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8184E 8-1T 1T 4-1T 1T -1T TYPE LENGTH 8/8 PLAIN 8�8 SOLID TYPE LENGTH e/&1T 8N8.1T eH0.1T 8/24-1T 8/28-1T 8/32.1T ere-18 1e-1rn 1rn 1rn 1ri1 -1rn ewzr I ene-2T eno•2r eru-2T erne-zr er3z_2r 3' B" PRECAST 1438 852 3114 4217 5321 6426 7531 Y-6' PRECAST 689 1024 Tor PRECAST 1589 3524 4394 5263 6132 7001 2485 8119 am 7708 9091 10000 150 3524 4394 5289 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 47e6 5587 R_v PRECAST 514 763 4'-0' PRECAST 1363 3000 3815 4570 5325 8079 1961 6113 7192 6524 7627 8751 1363 3000 3815 4570 6325 6079 4'4r PRECAST 819 533 t770 2400 3033 3666 4300 4'-0" PRECAST 398 591 4'-0" PRECAST 1207 2682 3375 4043 4711 5379 1625 1 5743 7647 8752 6541 75M 1207 2707 3376 4043 4711 5379 5' 4' PRECAST 931 1247 1999 2560 3123 38M DIMS 4" PRECAST 411 411 5'�4" PRECAST 1016 low2374 2944 3513 4084 1319 4400 7198 7342 57M GM5' 1016 2279 28M 3399 3961 4084 5-10' PRECAST 817 1024 1631 2D90 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST ON 1499 1971 2443 2915 3387 1161 3893 5877 SON 6548 5778 920 2080 2593 3107 382D 4133 8'$" PRECAST 692 1139 3227 3031 3707 4383 5051 �$" PRECAST 410 M1 8'$" PRECAST 835 1201 16B 1956 2332 2709 1139 3227 4698 7064 10000 8825 as 1868 2329 2790 3251 3712 T-8' PRECAST 570 938 2498 2205 2MB 3101 3685 T-6" PRECAST 303 534 7'-8" PRECAST 716 900 1181 1462 1743 2026 936 2498 3408 4864 7D87 5472 727 1524 2D25 2426 2827 3228 9'-4" PRECAST 428 833 1593 2204 2481 2818 2021 9'4" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 8.39 1074 2298 3081 4009 48W 572 1318 1643 1969 2164 2619 10' 8" PRECAST 386 487 1247 1767 1904 2163 2026 10' 6' PRECAST 151 301 10-0" PRECAST 356 488 612 755 899 1042 sD 1407 1807 2781 3222 3784 504 1160 1472 1763 1710 1989 1 T-4' PRECAST 330 544 1312 1742 2252 28e8 36M 1 V-4" PRECAST 132 417 1 V-4' PRECAST 4W 406 530 ON rn 872 b14 1312 1742 2262 2888 9552 468 1042 1372 1843 1470 1710 12'-0' PRECAST 308 507 1210 1595 2048 25M 3191 12'-0" PRECAST 111 370 12'-0' PRECAST 383 386 476 587 868 783 507 12t0 IBM 2048 25M 3171 440 840 1300 1660 1314 147e 13'4" PRECAST 270 433 1045 1385 1732 2157 25M 13' 4' PRECAST 82 298 13'�' PRECAST 308 303 393 464 575 646 414 1045 1365 1732 2318 2606 390 780 1067 1312 1071 1203 14'-0' PRECAST 254 388 978 1272 16DB INS 2279 14'-0' PRECAST 71 293 14'-0" PRECAST 279 278 300 443 526 609 390 978 1272 IBM 1950 23g9 378 717 961 1192 976 1133 14W PRESTRESSED N.R. NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'-8' PRESTRESSED 239 422 506 e26 746 865 458 1079 1429 1824 2277 2712 248 m 900 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 16-C PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 484 674 684 793 412 1014 1340 1703 2118 2613 230 e16 9DB 1134 1353 15M 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 lr_v PRESTRESSED 187 326 365 451 507 660 300 858 1121 1413 1739 2047 192 BOB 720 501 1135 1312 19' 4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 182 Zee 348 430 513 595 236 730 959 1200 1467 MG 166 428 823 am 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21',4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 627 180 598 833 1038 1108 1468 142 373 537 690 e19 943 22-0' PRESTRESSED N.R. NR NR NR NR NR NR 2,-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 426 497 1es 660 784 992 1203 1381 137 358 513 ON 779 BOO 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 129 450 6" 824 1014 1147 124 31e 1 455 581 W7 793 -ALL VALUES TARN AS THE LESSER FROM'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003326 4 ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181.000-10112 HODELA 3EEB "2260-ELSTON" GARAGE 8WLWG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DA74/08/21 8CAL.E: 1/4"=1'-0" 9*9z= S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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, .17T' " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. R00F FRAMING PLAN SCALE: 1 4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,a bdesigngroup.com L AA #: 0003325 fiq o to W o0 avaaiv ee LOT: ABBOTT PARK LOT #10 BLK. #11 PROJEOT# 04181.000-10112 uoDzu 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C A R ��� gOWV72=3 GAF-pVE- 4/06/21 OCALE: 1/4"=1'-0" OFIEET s6 GABLE -ENO >� wv RLGF >F� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80,70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n = $2.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = 82,90 PSF (92.90) 'A"= 4'-0" END ZONE DISTANCE BASIC NAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- OAS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020). FOR CEMENTfTIOUS TILE AND METAL ROOFING, USE MIN. 19137' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS R 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 212" 0,131 SCREW SHANK 170,000 RING (1S-2RINGS 0INCH) RSRS-03 8d RING SHANK, 2 3/6' 0.113 67 SCREW SHANK PER RSRS RS-01 8d RING SHANK, PNEUMATIC 2 3/6' 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING cc�0 EXTERIOR SHEATHING 2 rs- USE 1/2" CDX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" 9 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8, 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 1 BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHI MENr SPACING NOTE: GABLES -DROP GABLE END 6 (1) ADD'l DROPPED ZONE 1: 10d NAILS C 4" O.C. ON EDGE AND 6' O.C. INFIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 2e, 2n, 2r; tOd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD 1610.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING ® 16' O.C. FIRST 4 BAYS Wl (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ al nr•.vlur_ PFo NAn wr ar•.Hcro 11 F NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 SO RING SHANK GUN NAILS 0 4" O.C. TOP S BOTTOM EDGES J zw yUZ,W Q D ci x0 0 Z K N z 3q li - (x UW Y WO OO (v ID 1. RING SHANK GUN NAILS - SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. FXT SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 7' DECK SCREWS 0 6'-8" O.C. MAX 0 EDGES 8 17 O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / ' I I - - - - I TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS YM Ik TVP FXT SHEATHING ATTAr:HMFNT GENERAL NOTES: ALLAGGRWATE USED IN CONCRETE SHALL CONFORM TO ASTMAC33TC33M. MAXIMUM AGGREGATE Siff SHALL SE &C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 696AIR@ITTLUNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD° ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN qU-EXPO$ DEDGES OF CONCRETE ARE TO BE CHAMFERED SIC. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION E ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATE$, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR THE DESIGN FOR STRUCTURAL CONCRETE, TMS 40EMBER AISI,ACE7-16 PROVIDE B;M0. CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONQtOUND WHERE INDICATED ON ELASTICITY =1,ATED.0RESALL WOOD INCONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL AN IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. BEAMS LAPPED 61NCHES AND SEALEDWITH ADHESIVE TAPE. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMhWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM- RK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCL IONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING IMTH THE AFFECTED PART WgTERP OOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELD D WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WRING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED RE MESH, SHALL BE ASTM A10641AI 054M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC , EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NP.TIONAL DESIGN SPECIFICATIONS FOR R LUMBER ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL AND STRESS -GRADE LU E D F E E E SIGNED REQUIREMENTS AND SLAB -ON -GRADE THICKNESS 70 HANDLE CONSTRUCTION LOADS. O DR SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. E DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINF RCIN17 G .STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL T WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O WO N REBAR 8 LL BE ASTM A815A815M GRADE 40 IN CONCRETE D FORMED BARS REBAR SHALL BE ASTM A815 A E MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE Bp IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR' LIVE LOAD 10 pef AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD non-Lo--M REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36- WOOD TRUSSES. 10 pef BTM CHORD • n-GDnaenent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 18 pef TOP CHORD 20 pe} 70P CHORD (7 psf HSHINGLES) pef W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. D 5 5 Ps1 BTM CHORD 70 pef SBTM TM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH N DEAD LOAD TO RESIST NAND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRANANGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 10 psf WIND: DEAD LOAD SPEED=160 MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR SEARING (ASCE (FBC SUSECONDC,RI EXPOSURE C, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY S ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT ATTIC 1WIT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT ATTICS BALCONIES (EXTERIOR) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: DO NOT OUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN COMPONENTS: 50pcf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GARAGES: SOpM, ROOMS OTHER THAN SLEEPING ROOM: 40ps(, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION OpHeIfCLE MAS0 RY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONR CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND 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 WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ' ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE MATH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNIN BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW HALL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM 6 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS �7 WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. COURSESPECIFICALLY AT COURSE AGGREGATE, AND SHALL BE PLACED NA SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION E TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION' TYPE "W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING PROPOR1130 C AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL B 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SMALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRU(STURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MAT RIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, SY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M�, Fy - 36 kei FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S. Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEA500/A500M, 35W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGN& WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BELTS SHALL ACCORD STM 25/EWT BHETUROLTS ITHWASHERSUNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED SN- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. IN CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CW94M OR MEASURING, MANG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALT. BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH ANDORWEATHER: 1.12' FOR AS AND SMALLER 2" FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-Irt FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGnON SZE TYPE SPAdNG REIMRrc3 A-1-ON SIZE TYPE REMARKS Pi FIMPoNG TO 1MABCNPVrCCNC GSEHMOENEDCOIL NNL1 VTlpJG. BOIL GARAGEDOM BUCK i0 MA60NRYxXMX;. tla•DU NO WISHER T NMA90NRY �FnSTENER SOIL mEMSEp., <°EN/ p3T.. 11/YEDGEDIST. AL. E%T. DOORS CASE HAROHIEO LEI $'OIL 1NNOOMYDODW FgBrENED G GE WOn BUCK 1P dA IXi ?QA EXPAN610N �tT te--(-.A) YEMBED,.I-WT., 1. SEE NOTE6 11?LONG. STAGGERm INTO MASONRYAxXL. TO MASONRYKANC ER IC'-(I-A) YEDGE PST. MANDGW BUcc GSE WIRDEN 11 McNroWidlOw FASTENED METgL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x ...TE6 Ha111(C LONG. -RED INTO MNI INC. AB MASJNRY1coNc. REQUIREMENTS fM. 1-- (rY 13. 'TAPCOM 1S'OIL 11Yt"EMBED, a"END. NONAEAWNG WOOp Try'" E%PPNSION �4 � <"EMBED. E'END SUCH 2, PT. SEE NOTES NO WASHER -N. OIST.,ttry"EDGE d3T. WELL TO CONC. SLAB W/WASHER BOLT d6T, 3°EDGE d3T Pa O NANDOW 811d( 36• PPF ] 11S' 4' CIC a^ fN0. 019T., I ilY' STEEL COL., 9EE 01WIMMBHER STAGGI_ EDGE CST. w Ee NOTT 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W N.C. AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL $HALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR UNDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND Z, MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407.77"078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 0. �r{ g 0 an rxl O elvsD:v. & Los*, ABBOTT PARK LOT ##10 BLK. ##11 PMJECT# 04181.000-10112 MODEIA 3EEB "2260-ELSTON" GJASIAGE SKIING: RIGHT PAGE: DETAILS 160 MUi EXP. C Him DATTW.. 4/06/21 SCALE: 1/4"=1'-0" 8PMET S N1 n t 4 V. © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC "' MAX. DETAIL A FASCIA O STAPLES INSTALLED C 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFITO HEM AND IN VALLEYS STAPLES INSTALLED @— fr 12" O.C. MAX (INTO NEL03 07 WOOD) IN J-CHANNEL SLOT BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSSMO / BY OTHER EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR- 2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED O TRUSS/JOIST/ RAFTER HRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, O STAPLES INSTALLED THRU SOFFIT AND BATTEN ATTACHMENT FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS �" MAX.-4 l -- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT— Q3 J-CHANNEL-/ TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L SEE DETAIL'A'-,,- SOFFIT-D �' 1 SEE ETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN @ _ . O SOFFIT INSTALLATION SCREW, O J-CHANNEL— BATTEN ATTCHMENT ® 1„ FASTENER SPACED 24" Og 8 MAX O.C. STAPLItS INSTALLED @ DETAIL C 12" O.C, MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCFdETE/CMU OR ,VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTE:1) BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Q MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO !�7 WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT 6o0 VINYL -NO. 639 PR I 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdealgngroup.wm AA #: 0003326 R SV13DIV. de L07 ABBOTT PARK LOT #10 BLK. #11 PROJECT# 04181.000-10112 MODELa 3EEB "2260-ELSTON" GARAGE DWING: 1 RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C DRA.�, 4/06/21 SCALE: 1/4"=1'-0" a*== sDI p vr 2,) ) I ,,7W,k-q ,L-k6- - kvrf-b� •