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Home My WebLink About38296 Sonnet Landing Avet 99 2260-3EEB-ELSTON-99 HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RAM BUM= CM. ANIMAL, 7TH UOx (�) -AM , AM srAMMs oonr� -OCCUPANCY - RESIDE►+TIAl., GROUP R3 :OCCUPANCY TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Yult=t80 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADr D CAB. CLG. cLR CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. OP. DS. DTI. D.W. EA. ECEV EQ. END. EXT. F.GJFX. ABOVE LAV. AIRCONDITIONINO LUM. AD M M.C. BOARD ACENTERMPERAGE � CABINET MTL. CEILING N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH, DRYER PLT. DOUBLE PLYWD DUAL GLAZED PR. DIAMETER P.T. DIMENSION R. DISPOSAL RAD. DEEP R.A.G. DOWNSPOUT RM. DETAIL. R.O. DISHWASHER S.0 EACH S.D. ELEVATION S.H EQUAL SHT, EXHAUST SHTHG. EXTERIOR SHWR FDffDGLASS RIM LAVATORY LUMINOUS MEDICINEC CABINET ETD�� SHOLD METAL SCALE oxcENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAM PRESSURE TREATED RISER RADIUS RETURN AIR GRILL ROOM EftATOR ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUM SHEET SHEATHING SHOWER SIMILAR DATE DESCRIPTION OVH0AT 2-STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION OVRAS BID SET ISSUED PG CS —COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG ASH —ELEVATION 'H' FRONT &REAR PG A4H—ELEVATION 'H' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PROD CT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS 0MAS 2011 FBC UPDATE 02/" STONE ELEVATIONS ADDED 02ASAS CON57RUC7ION DOCUMENTS ISSUED 6"AS FOOTNG RENSION PER M. BOUIES 05A411S INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PlLIE PER M. BOB DAIAD CONSTRUCTICN DOCUMENTS RE -ISSUED 0640AS BOLLARD DETAIL REVISED 01426119 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SUA STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 ' SQ-FT• CALL. S �� S8 ID'S ADDED TO FRAMING SHEET 024M PLMMAIN E IST FLR LMNG wi 60. FT. 2ND FLR LW43 1353 SQ. FT. TOTAL LIVING 226® SCI FT. GARAGE 453 Sa FT. ENTRY 64 Sa FT. 04/Mg REVISED LINTEL SIZE • ENTRY 0446/0 UPDATED LEDGER BOLT SIZE t SPACMYs ObRUIS ADDED LED LIGHTS •KITCHEN 4 BATM00Q19 PER MARK DOlEB 09113A9 LEDGER DOLT SPACING REVISED 10MAS ADDED DCD LAYOUT A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL SMV PATIO 27w SGL FT. F.G. FUEL GAS SL. FIN FINISH SL.GL. FIR. FLOOR STD FLUOR FLUORESCENT SWS F G FOOOTI OAR TEMP. GA. GAUGE TEM. GAR. DISP. GARBAGE DISPOSAL T.O.C. Q.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.OS. GL. GLASS TYP. H.6 . BD. HOS 1BIB UN O. HC. HOLLOW CORE V.P. HDR HEADER W. HHOT. ORFIT �� TIov wig SLIDING SLIDING GLASS STANDARD SHEAR WALL SET�EREDGLASS THICK TOP OF CT RB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED WISE VAPOR PROOF WAS WITH PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS OW1120 REPLACE LISP CONNECTORS UATH SIMPSON CONVECTORS 0 REWSED DETAIL ON SWEET D2 OPT. S m uG HGr. 05/0T/J0 REVISED STAIRCASE AND STAIR SECTION DETAIL 0%iiT/i0 PANTRY DOOR REVISED TO 2-6 OPT' a'-®' CLG. HOT' ou0�1 2020FBCUPDATE STRUCTURAL SHEET DESCRIPTION gr�pgl ADDED SOFFIT DETAILS PG Sl —FOUNDATION PLAN PG S1.IA—DETAILS PG S1.1B—DETAILS PG 51.2—FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW' W/H W.I. WINDOW WATERHEATER WROUGHT IRON PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A—SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3—FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1A—DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. S PG DETAILS PG S4—SE—SECOND FLOOR DECK PLAN PG S4.lA—DETAILS S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTTTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF PG S5.IA—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SNl—DETAILS PG SDI —SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCITON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-774.8078 FAX: 407-7744078 www.abdeelgngroup.com AA #: 0003325 Nil faUDDIV. ac LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 1io = 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: COVER SHEET 6 PH EXP. /21 SCALE: 1/4"=1'—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. SrtE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE 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 AND/OR 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, 7 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES 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 140.26 GAGE (0.48 MM) SHEET STEEL i' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH 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 B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE NAND THE MINIMUM AREA SHALL BE 8 FT . SO. PLw=NG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH NTH 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 EXTERIOR FRASHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, //" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWC926.18b, 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 NTH 1/2' GYPSUM BOARD. R302.7. EKTEWOR CELM 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 AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EKTERIORBOFFIr3 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. 1 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 n axnBDZv ae LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODET. 3EEB "2260-ELSTON" GARAGE 8NINO: LEFT PAGE: GENERAL NOTES 60 PH pRUVT 05/25/21 DATE: _ SICALE: 1/4"=1'-0" CONTROL DATE:12110/20 (RM) GN 29'-8' I •- 1 a i� Li �s GUAT ROOM t� O i� �i 1.1 - s' QI i N IV 0 1 0 „M p .; -_ _ _ .. ,� .. - - illillIIIQin oSTUD GARAGE 0 0 llllo 0 0 FIRST FLOOR PLAN SCALE: 1/4' • P-0' SQ.FT. CAM'S UST FLR LIVING wl SQ. FT. 2ND FLR LIVING 1353 SQ. FT. TOTAL LIVING 2260 60. FT. GARAGE 453 S4 FT. ENTRY 64 SQ. FT. TOTAL 2111 SQFT. axle PATIO 80 SQ.. FT. oawNOCLAORM308 DL9 easc LIaID Eil'OBIiE Fax a ®:CIo aLlels aPEM Sam ENE 0WHIINCdA0 RIWIIB NOTWE Fa01NIE MIN. WINDOW 10 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 3l3/-49.S BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONxLOL DA16 WO 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 13/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE / ITS ATTIC AREA BY NOT LESS THAN V2'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %*(151mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (ITH ED.) 302.1 1441 N. RONAL.D REAGAN BL LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 8LI131)IV. a. LOT ABBOTT PARK LOT# 16 BLK. 11 PROJMCT* 04181.000-16111 MODELc 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 60 MPH EXP. ppm,rr DATIM 05/25/21 SICALJC: 1/4"=1'-0" SHEET Al III C DES. TOP PLATE A M BAR DETAIL A SCALE: V2'.1'-0' 4a• HALF R IU/ (2) 2d2 HEADER - SEE FRAMING PLAN (3) 2x4 BLOCKING. SHE PRAI'1ING PLAN 3/4' TIG SUG FLOOR GLUED F SORE- \ PER FASTENER SCWEDULE -d 1�/d' PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SWEET) / (2) 2xs HEADER CE J On FRAMING PLAN STAIRS RISERS TO CONFOW TO PDCR TTHI EDITION (2020) MNIE10' MTAD.AX RISER-7 3/4' 3A8' MAX VARIATION IN RISERS/IIEADS ADJACENT TO EACH OTHER 3)8' MAX VARIATION IN ANY RSERRREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO SE 1 1/4' «1/4' OR F440VOR EQUIVALENT GRASPADILITY UNDERS- MIN. S' UNDE • NARROW END MIN, II' UDT14 • 12' FROM NARROW END 34' MN HANDRAIL MdT. -ENCLOSED ACCESSIOLE SPACE UNDER STAIRS SMALL HAVE UALLS, UNDER STAIR SURFACE AND ANY SOFFITS PIRDiECTED ON THE ENCLOSED SIDE WITH V/' GYP" GOAJCW PGCR 302.1, (2) LAYERS OF 3/4' PLYYIOOD OR (2) LAYERS OF 3/4' SUG FLOOR MATERIAL RIPS FOR SOLID NAILING TO OF ING PLAN / .1RE11G • EA NTHIIADED ON" GEYOND THICKM66 OR 81EATHING NIS \ 1' MAX. \ NOSING \ 10, PAN,["IM2 R \ • E1' X 4 RE-SPORCSNG • EA. 2 x a STRINGER SECURE VMd S'-V O.O. 3-2.12 8YP STRINGER REINFORCED FV2X4 ST 00" BEAD OF SUS -FLOG! ADHESIVE PL-400 OR SIMILARE • EA HORIZONTAL RAI iQrlAIR SECTION E:V2'•I'-0' c \ I \ Q C w 42' H IA = uiALl. Ru top EQ � U 3/4' KICK J ; PLATE O \ ~i4 \ 2X4 ATTACHED IW IOd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAG IUTHIN V CF EACH END. 32' O.C. MAX THE CLEAR SPACE BETWEEN 1 1/2 THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.82 W/ 2X4 RE-IPFORGING NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF li'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 16018.1 / F.B.G. 2020 HANDRAIL SECTION JJN 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA M 0003325 SU13DIV. AI: FAT ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 1[ODEL' 3EEB "2260-ELSTON" GARAGE SMING: LEFT PAGE: STAIR SECTION/ DETAILS 6 PH DT 05/25/21 ATI SCALE: 1/4"=1'-0" SHEET A1A IN 2'-4- 14'-2' 25-SH 36'x60' EGRESS ORM WAN \ -- oi•:�:.ti�:�:�.:�ao��oi;�:�:�:�:•:y:oG�.:tiE:�:�:!�iol:�:�:!:t.:!:t.7!p --- ' U U q ., ,,' o .. �; 4 TREA06 WALF 1 il o �• „ 0 C 0 79-Y!H 715-514 EGRESS EGRESS 10'-8' SECOND FLOOR PLAN SCALE: /4 - I'-0' 1441 N. RONALD REA.GAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.com L AA S: 0003325 b SVHDIV. k LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MoaMIA 3EEB ' 2260-ELSTON" GARAGE 81RNG: LEFT PAGE: SECOND FLOOR PLAN 60 hRH E Dw�TE'. 05/25/21 SCALE: 1/4"=1'-0" SHEET A2 a 23'-II' BLD HGT - - - - - - - - - - - - _ SHINGLE ROOF II S b' RAISED BAND (TYP.) 4' RAISED BANr4B W FYPON E ITUXII OR EGUIVALENT S' RAISED a BAND all RAISED I r 12 SHINGLE BAND ROB ,L9'-4' 2ND FIN. pLR AREAOFATPC 14255Q. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA 1425 /300 = 4.75 VENTILATION AREA X SO. INCHES PER FT. 1144) = 624 SQ. IN. MIN. REQUIRED VENTILATION .5X 664 IN UPPER PORTION OF ATTIC - 342 SO, IN. OFF RIDGE VENTILATION AREA 115 SET. IN. PER VENT 342 /US TOTAL#OF VENTS REQUIRED 197391 TOTAL#OF VENTS PROVIDED 3 'AREA OF ATTIC IS THE PERIMITEROF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1 4' RAISED OPT. COACH BAND (TYP.) LIGHT =a ( I V1' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY -TYPE '-O' FIN. FLR - - - - - - - - 0'-0' FIN. FLR MV6Er IN - ROOFN% CEMENT FlDERLI-ASO SHINGLES ELEVATION °' " �R�GR 2X° SITE LEDGER IU/ WILPOSIFILFRONT SSGJJ. ROOF SHEATWM TWIC�IE66 2X6 TM@ADED ROD 32' AS FUR MIEET SKI. SECURED PER OG. 4 WITHN V OP EACH FASTENER SCFROULH END MAX SET N 001P111014 SCALE, I/4 i'-0' TEXTURED FINISH 'TUSCAN' SS"IPGON LSUaG REN HIGH eTGTN EXlYJXT FN. ( AMN EMIDED. 2x6 GYP RAFTERS OR PRE-ENGT7 TIIIJAG ELEV.) ROOF SPER -- ELEVATIONLOPE PT _ LLV MINI TAG' 065 SHEATHNG 14'.2X6 AYpV THREADED ROD GUSSET TO DE SECURED TO SV OC.. 4 WITHN G' OF 2X6 MENDERS aV Sd NAILS CACH END MAX SET N S' oz. • PERIMETER I'-4' SSNPSON HIGH STRENGTH 12 SIM-60N LW-26 W/ (4) Wd'• 2-_0• EXPDXY G' MN EMISED. --}g LEDGER TO LEDGER AND (2) 10d'• CHANNEL FOR GGFFR TO 2.6 JOIST OFF RIDGE VENT B TYP. OVERHANG DETAIL -4' 2ND FLR - ll'� 4' 2ND FLR BIG. W.T. BIG. IaGTHGT. A II II a II r A ENGS.DERED WOOD TRIAGES • 24' O.G. I I 5'-4' 2ND4 9'-4' 2ND PROPEGSIONAL ENGNEER FOR REVIEW FIN. ------------- --- ----- - FIN. FLR AND COMMENTS 1ST FLR 8'-0' 1ST FLR PLYWOOD GFEAT14 SEE BF'?Cs. HGr.--------------- --- - -- B STRUCTURAL 4B 2NO MR. ISM T (PER ELKYJ I MA" AND AT4eFIORs ROOFNG AND FLAMING RV DRIP MM EDGE PER MNRR, uusaRANTEE G I REQUIREMENTS Q c0 WRAP FASCIA WITH DREAK METAL •9MA• `rP MGM e<w b2, 2x6 WOOD FASCIA SEE El STRUCTURAL FOR FASTENERS I I VSOFFIT PER ATTIC GAI C G V2ENTED ' 7HICIC, 2 COAT CCMENT PI -ASTER ''-0' FIN. FLR ,r,0'-0' FIN. FLR APPLIED DIRECTLY TO M.ASOI'SRY RAISED TRIM MR ELEVATIONS 2ND FLR WNDOU PER PLAN REAR ELEVATION AKE SOFFIT DETAIL ALE= I/2 I'-0• cB)OR SCALE: 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD,. FL 32760 PH: 407.774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA S: 0003326 04 ✓5 m 14 sv9DIV M LflT ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODEU 3EEB "2260-ELSTON" GARAGE SWING: LEFT PACE: FRONT & REAR ELEVATION 60 MPH E l el n 05/25/21 SCALE: 1/4"=1'-0" SHEET A3H it Il'-4' 2ND FLR BRG. HGT. - - - - - - 1'-0 9'-4' INDIO FINFIN. FAT ------12 5'-O' IST FLR , B( . �THCsTHKa - - - - - I 0'-0' FIN. FLR 1l'-4' 2ND FLR. �, BRG. �THGTHG r- FRAME DOUN-- FOR FYPON 5KTI1XIT OR EQUIVALENT 9'-4' ZNDI$ IIN - B'-0' IST FLR BRG. HGT. _ 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH ,OII;44 2ND FLR BjCS. HGT. 9'-4' 2ND ---- FI�- ----- b$ 0 15T FLR Bl�a. HGT. �o0'-0' FIN. FLR I-4 'I'' D FLR. 3 2NT I 4B A I 2BNDFI IST FLR BRG. W.T. I I I 0'-V' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com S: 0003325 VJ 9§ N W E 0 i fA LIHDIV. doLOT:BBOTT PARK LOT# 16 BLK. 11 PROJECT 04181.00t- 6lll MODEL' 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: LEFT & RIGHT ELEVATION "H" 60 MPH EA 0 03 DATTET'. 05/25/21 SCALE: 1/4"=1'-0" 9Imw A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e OSV OUTLET ro ATP "OLE POLE II@V CURET IIOV OURET H of OUTLET mm To EATOM OR SBV OUTLET ECUPEp WRRO FAUL NTeFA~ (TAMPER RESISTANT MPS) iQilr OUTLET r Elm CONNlCTION }� �7- CFI EW UMTEIOPROQ CUrLEr GROUND FAULT wrElasrTER SWITC44 Its BURTC 4 3-WAY OFER 64 SNETC14 4.111AY OPER L� WALL romp ED J LOST CEILING L- © LED CIA LOW LED VAPOR ©Np FI070F LOW O VP VAPOR PROOF LISHT ORECMMD CAN eVENT, PAN I CFM PER ENE FT. VEW-PANICPn YYU.IOfR PER so. Fr. Porn Et reFec's Teo by T 2-0" 1USAP ® r L ) AROUND FLUT i w (SURrACE MNTJ I' MAJO INICENNT -a---�vr GO C 4' TRACK LgNT PANEL g� METER • S.D. arICKE DETECTOR ea .uCK40Ts- m can e r+T SPIONSDETECTOR mtllG.tllR ti/CO C"~" DETECTORTANCIII OF NOT Los TIBN 4• FROM WALL PENDANT LUNY LIB NATURAL OAS . TaaPlw-e JACK uNN WATER NEATER DlecoNNtcr AIR CQNDRIONSq OEC AM ON DRCQNEOfTWO e�MT �� I.0 LJ TELEVIlKN .MCC cEva Sox ponglao TWO 08 E°.O p J-mm MAPMPIN ACCORDANCE AS SUCH FOR .0RILM am WSW CEILIIIS PAWLHr IG t0 EE SUFPORm w ACCOPIDANCE W 00% MARKED AS SUCH FOR AOAQ I4• INCANDESCENT Lahr STRIP won &.MIT STRIP W INCANDESCENT Lahr STRIP FLOOD Lour �. CPT, oncm KEYPAD • PA PIRN•BUTTC N FOR CWrBE URE rm • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO EE vERPRED A WOMMOOM PRE-CQMTIE=10M r1sirm • ALL B 4 m AMP BRA/C 4 CIRCUITS TO Off AMC PAULT PROTECTED PER ELECTRICAL PROVISIONS OF IEEE [LEIS) .NEC Len 20 -W ON • IRO IFILQN. AMP DEDICATED LAUNDRY CIRCUIT, O KITTIES CIRCUIT) • CFI • ISLAND [NOT • NN DISHWASHER DISCONNECT TO LOOKOUTIKCA IN PANEL. • 4A MAT EXHAUST PAN TO NAVE CAPACITY 50 CAM Id1 SOF CAL M CAM INTCII7fl'RENT PER ELECTRICAL PROVISIONS OF SECTION MOM.3 , • LAINORT ROGM RECEPTACLE BL4LL OE GROUND FAULT TRSD,IT-MERSJr1E1U PROTECTION FOR PERSON"& ON PEEDEIUE • aPtM METWOD SMALL SEE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBQS tTM m r7e7e). • ALL slaw TO C:OI•PLY WITH ELECTIICAL PROVIMOW OF TI" PBC'U! TTM m rams) • ALL I_dMR.S eE SELECTED AND TSR d: L16YTS16 MINT Ee MRST EFICINSNt TAP! PEKE TD4& NT T EFFICIENT METER FIELD VERIFY LOG. 11 PWDR IRRIGATION OUTLET e PATIAll GREATROOM \II i OND GFI 1 L -- —= L Flo OUTLET I SWITCH IN i FOR DW 1 R CABINET 1 MUM L L HOOD WIRE W/OUTLET FOR E FUTURE M. WAVE /j� HIMES J // \ �R iilS r II II r - I I 48' AFF.eP_— X,RWiY1R FOR 1 -I G DOOR I 1 GARAGE ,' ENTRY' + GARAGE 48' AFF, DOOR PREWIRE GPI , [ 'Le — i/ — — — — — — — — — — — — — — — — — — — — OPT.COACH WORT LIGHT - - —' FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-®' P,B. FOR CHIMES LED LIGHTING @ PEDESTAL SINK PWDR 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL HOPES. A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL CQIFLY WITH ELECTRICAL- PROVISIONS OF THE FBf-R TTId EDITION [LDIo). LOCAL CODES. AND ALL LOCAL POURER COMPANY REQUIREMENTS. IL ALL CONDUCTORS SMALL BE TYPE TWWNAI- W UNLESS NOTED OTHERWISE. FRONDS S4Ae CU, TAM • I% CU IN 3' CONDUIT OR E 4M AL, THAN • 1% CU IN ]• CONDUT OR xro AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DIECONECT SWITCH AND M ELECTRIC METER IN NEMA 81E ENCLOSURE TELQHLK C TOLE ENTRANCE SERVICE ENTRANCE SERVICE E"Nn'BNf EQURRffiNTTELEVISION INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONECTICNS PROVIDE ISo A'P, DO440 VOLT, I PHASE SECONDARY I At cu SERVICE GHI ROUND CO"CTED TO ELECTRICAL WWC L PROVIDE S M COPPER (CU) IN CONCRETE ENCASED FOOTER ER HESTEEL P 1-VA" DIA SCHEDULE M PVC C BIND IT OR PROVIDE S ELECTRICAL PROVINOT" OF THE PBCR'ITH •N/® AIMMINU'1 (AL) IN 2" DIA SC:NEDULE BE PVC EDITION [LCIel CONDUT UNLESS SERVICE IS FRONDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC r.I..IAX S Fr LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.com AA S: 0003326 ib SEE g asi I RRE sUHDIV. Ac LOT: 01 ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODEL: 3EEB "2260—ELSTON" GARAGE 8MRNG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH E . rCl�g4n'L 05/25/21 TE: ALE: 1/4"=1'-0" ME P E1 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . I'-0' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' WASHER VrR VTR PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA M: 0003325 G 9 1� � � n o a 00 x Sv9DIV. & LoT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEL: 3EEB "2260-ELSTON" GARAGE Sl/ING: LEFT PAGE: PLUMBING PLANS 60 MPH E rasaar-a- 05/25/21 DATE: SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES LEGEND 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER ® SUPPLY AIR DIFFUSER MFG. REQUIREMENTS. ` RETURN AIR GRILL 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED $ IALL B AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 1 MASTIC. AND ® SIDE -WALL OR I WAY DIFFUSER INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. — SOLID LINE. SUPPLY TIaNG 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET (' CEILING EXHAUST FAN 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. CEILING EXHAUST FAN 4 LIGHT OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 609 O/A OUTSIDE AIR 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 1TH EDITION ® THERMOSTAT (2020) MECHANICAL CODE 603.1 ® PAS8-THRU AIR GRILL 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PMC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/8P1OKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC lTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOSE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER AIR RETURN W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP PLENUM t 1 OR EQUAL SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES 1 4' SECURE STRAP TO UNIT W/ (2) CONCRETE SLAB-1RBXI V4' SHT. MTL. SCREWS AIR HANDLER EXTERIOR WALL 1 CONDENSER UNIT 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY yvz- PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD t REFRIGERANT LINES TO NOTE: MAIN COND. DRAM 3/4' PIA. PLATFORM RETURN CONDENSING UNIT OVER HEAD • 12' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FSCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SC0RIATED NICKEL , —FIN FLOOR COUNTERSUNC BRONZE F-. PL. / OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P,V.0 OPtI/SPEC FLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING SEE OPEC. I'-8'X8' CONIC. FITTING OR EXTENSION TO 'SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' JUN 1441 Ni RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com AA 0: 0003325 v, o 8 S RR S atJHDIV. Se LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEL 3EEB "2260-ELSTON" GARAGE SWIENG: LEFT P'14RST FLOOR MECHANICAL 60 MPA H DAM 05/25/21 SCALE: 1/4^31'-0" GREET M1 r 6 2X4 TOP PLATE PRE -FAD TRUSS L4' CLG. BOAJ® In' DRYWALL � Tv)r SECURE BT. — PLATE TO GLAD W1 IDd MASONRY NAIL • 32' OZ. MAX FM. FLR 2X4 WOOD STUDS *24' O:C. GLAD ITIONS SUPPORTING HUNG PLUMBING RES AMC) WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. ( 1TYP. INT. WALL ( NON- BRG. ) D1 SCALE, 3/4*-1'-0' AS PER FBCR . ROOF SHEATHING THICKNESS AS PER \ SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -® TYP. ELEVATIONS O.H. VENTED SOFFIT I I I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM BI OR 1/2, HIGH STRENGTH CLG. BOARD 3"'OR5 1/2' DRYWALL 3/8, TOP CHANNEL (20 GA) 1/2' DRYWALL 3 5/6' OR 5 3/6' METAL STUDS 24' O.G 20 GA METAL TO Bc INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5M' OR 5 CABINETS AND TUB/SHOUER 28 ". BOTTOM GA METAL TO DC NBTALLED CHANNEL (25 IN ALL OTHER WALLS, STUDS GA) SECLIRED fv TO BE SPACED 16' O.C. AT 2ND TO CONC. FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAF 4 TO WALLS W/ TILE FINISH WOOD F9.00R W/ V4' WOOD SCREW —FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS (NON-BRG.) D1 SCALE, 3/4'.I'-0' ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 NWLATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. O.C. Ja, CMU 1/2, GYP. ILL. 50.- W1DOD BASE — 0'-0' FIN. FLRl d 9J - n W/ WINDOW OPENING n FIBEW-WASS 814INGLES WITH UNDERLAYMENT AS PER FBCR SMI.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE BTRJCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (I)- +5 (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'GI'-0' ' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160S5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (:a11-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.i'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0406E TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WSJJ. ROOF SHEATHING THICIWE88 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENG. GABLE TRJW WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—J-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR(L 8' cm 1. MP M Lw up. =owl PWe 'o".. eT�L oblal[ao ODOR RS6 %,mlc AL TRACK I' ! mY OTHR1 RY MAIP. aLroe MDT@pp TO,� TV.*= ale ace» W rpko=T APP00VAL Fta /I�GAS LINE THRU BLOCK Di I r3GARAGE DOOR JAMBS p1 SCALE: 11/2'-1'-0' -2X4 SFF 24' O.C. MAX. — SECURE W/ (2)12,0 NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIG 4 PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — STRI RUN 2x RAT SECURED PERJ STRU/ CTURAL DETAILS JJ SEE ENERGY CODE FOR'16 FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. V2' GYP. ILL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90DA. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENGG. GABLE TRU56 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 _ . AND 160S5.1. n W/ WINDOW OPENING n TYP. WALL SECTION " NO OPENING NOTE: METHOD TO BE USED FOR THE �1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SOALE, 3/4'.1'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4969 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA F: 0003325 o 8USDIV. 8. LOT ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-i6111 MODEU 3EEB "2260- ELSTON" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 60 MPH EXP. FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER POOR WbJJ. AS PER POOR 9m5.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. pER PRE-ENG WD.TRUSS-- 24' OZ. MAX. LEA VATION 24. OZ. MAX. METAL DRIP EDGE) METAL DRIP EDGE BATT INSULATION 2x FASCIA PER REFER TO ENERGY CALCS FOR VALUES ELEVATIONB VENTED o.H. S/S' GYPSUM BOARD 2x FASCIA PER ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED REFERENCE STRUCTURAL Ix2 FIRE -STOP SOFFIT -4.1 MSUL. REFERENCE m STRUCTURAL w J � I � WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL m 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT E GLUED AND NAILED 1/2' THICK, 2 COAT---- PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R IX2 FIRE -STOP V TION Da FIRE -STOP —' SEE STRUCTURAL— SEE STRUCTURAL— R LEVATION S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD -- -�ER .LEV€ Ate IX2 FIRE -STOP IX2 FIRE -STOP -� R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS __r'__----REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED PORTLAND CEMENT Ix2 P.T. FURRMG DIRECTLY TO PLASTER APPLIED STRIPE 24' O.G. DIRECTLY TO MASONRY S'CMU MASONRY 1/2' GYP. WL. BD. WOOD BABE IX2 FIRE -STOP 1X2 FIRE -STOP— BAIT INSULATION REFER TO ENERGY CALCO FOR VALUES O O.H. iYP. "'GYPSUM BOARD OR I/2' NIGH STRENGTH CLG. BOARD IX2 FIRE -STOP -4.1 INSUL. C, > W w W. T 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE a J w m R LEVAT ON R LEV ION \-tS/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRNG STRIPS • 24' O.G. e' cm I/J' GYP. WL. BD, WOOD BASE L E �ccDg -a. � 4 d' n W/ WINDOW OPENING rji� WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdeaigngroup.com AA #: 0003326 m d stmDIV. & w ABBOTT PARK LOT# 16 BLK. 11 1pRoJmcTfp 04181.000-16111 MODEIa 3EEB "2260-ELSTON" GARAGE BVnNG: LEFT PAGE: DETAILS 60 MPH K YRiNT 05/25/21 DATE: sCALE: 1/4"=1'-0" sHEET D2 im 2X6 P.T. • CENTER OF DOOR HEADER SEGUED W/ (V 1/2' X S' J-SMOLT W) 4' MN EMBEDMENT WR 2' X 2• X Ire WASHER 4 NUT OR W/ (2) IA• X 0' ANCHOR BOLTS W/ 2' X 2' X V8' WASHER 4 NUT S tMEO.AVA 2 R TO ELK UV E I/4• TAPCON6 IB 1112, EMBED, S' Or_ 4- END DIET, 1 VY EDGE DIET. B 61GC� 2X6 GARAGE DOOR BUCK SEGUED W/ (S) V2'EMBEDMENT, BOLT OR ANCHOR BOLTS, W/ 4' MIN O'MENT, 2' X 2' X VS' WASHER 4 NUT. (U WITHIN 8' OF TOP, (U WITHN S• OF THE BTM, 0 (3)EVENLY SPACED. 110 0 NOTES, ALL ANC 4CM 614ALL BE IN ACCORDANCE TO MA II)PACTU ER'6 INSTALLATION INSTRUCTIONS WERE SUrW DAT1®1G7IONS AM MORE STItlNGt94T GARAGE DOOR t BUCK ATTACHMENT 4C.LG Vr.r.4r 2X4, m 2X4, m 2X4, m SECURE TO BLOCK W/ SECURE TO BLOCK WORE TO BLOCK IW 3/I6• TAPCCN6 MIN W/3116• TAPCONS (MR W I'APO" (MIN. SHAK 812E J46 MR SHMK SIZE .145 MR SWAM SIZE AS MR HEAD SIZE 300 HEAD 612E 300 HEAD SIZE 300 MR EMBEDMENT 1 1/4•) MR EMBEDMENT 1 V4') MR EMBEDMENT 1 1/4') WITHIN 8' Cr-EACH UT14N S' OF EACH WITHIN S' OF EACH END 4 W Or- MAX END 4 W O.C. MAX END 4 w' O.C. MAX 6PACNI& 6PACN1 SPACING. 2)(6, ® 2X6, ® 2)(6, m SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W10) 3/16' TAPC4" WV(2) SAW TAPCONS WK2) V4' TAPCONS MIN. (MIN. SWAM 812E 145 MIN. GNAW SIZE Ja SHARK SIZE J46 MN. MR HEAD SIZE 300 M. HEAD SIZE J00 HEAD SIZE 3" MR8' cmMREMDEDMENIT I 1/4')MN. EMBEDMENT 1 V4•) EMBEDMENT 1 V4') wtHIN S' OF EAGHI END 6' CMRI WITHIN S• of EACH+ EHD 8• CNtI WITHIN S' OF EACH CHID IQ' DRYWALL 4 B• Or- MAX SPAONG. 4 W Oa MAX SPACRK.. 4 16. O,C. MAX SPACNO. S' cm bt4 P.T. OR 5/4'X4' MR VY DRYWALL V2• DRYWALL V2' DRYWALL SEGUE THIRD FRAME 4 PX4' 2XS, ® 2XS, 1300 2XIN m EXTEND I-V4' INTO P.T. NAILER SECURE TO BLOCK ❑ I7C{' SECURE TO BLOCK a 1'X.{' SECURE TO BLOCK ❑ 1•X4' BLOCK S( 3/16' WK2) 3K' TAPCON6 P.T. NAILER WKp) • TAaC0N40 P.T. NAILER WK2) V4• TAPCCN6 P.T. NAILER TAPC," DOOR CASING MIL •HANK SIZE J45 1/16' OAD. X W MIN. MIN GNAW 612E J45 DOOR C146m. (MIK 6HA K S12E .M6 MN. SWANK 61ZE 146 MIN HEAD SIZE 3" MR HEAD SIZE 300 MR HEAD SIZE _%W 1/16' ObA X 4' MIN MIL HEAD 812E 300 MR EMBEDMENT 1 V4') DOOR CASING MIN EMBEDMENT 1 1/4') MIL EMBEDMENT 1 V4') MIN. EMBEDMENT 1-1/4' WITHIN S' OF EACH END WITHN 8. OF EACH END WITHIN S' OF EACH END DOOR GASBAG. WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 B' OG MAX 4 E• OL, MAX 4 S' O.G. MAX 4 IS' O.C. MAX 8PACING ATTACH TO 2X PER SPACING, DOOR JAMB OR RMIDOW 6PACRIG. DOORJAMB OR WINDOW «"'C�' DOOR JAMB OR WNDOU MA%WACT RES DETALS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MAWACNREB DETAILS. NOTE, 614111 AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" n►IINDOW TO BLACK +3/4" OR +5/4" lJ 2X4, m SECURE TO BLOCK WV 3A6' TAPCONS (MR SHANK SIZE 340 MN. HEAD SIZE 300 MR EMBEDMENT 1 V49 WITHIN S' OP EACH END 4 W Or MAX SPACING. 2X6, 11110 SECURE TO SLOCK WIM 3M' TAPCINS (MIN. SHRANK 612E J46 MR HEAD SIZE 300 MR EMBEDMENT 1 V49 S. cm 6' OF EACH END 4 W = MAX OPACNG. IR' DRYWALL 2XS. CEO PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/N.' TAPCON6 MIN. SHANK SIZE 145 DOOR CASING MIN HEAD SIZE _%M MR EMBEDMENT 1 1/49 WITHIN 8' CF EACH END i 16. OC. MAX 6PACIN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +1 1/2" `J��D011 TO BLOCK +1 i/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/18" nfLIQg TO BLACK +1 15/18" 2X4, m SECURE TO BLOCK WV 3A6' TAPO" MIN SH.AW 612E J46 MIL HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W OG. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THRCJCaHI NON-STRUCTURAL WW2) 3A6' TAPCONS 3M'* TAPCON MIN 1-1/4' (MR SHANK SIZE J46 EMBEDMENT INTO BLOCK MR HEAD 61ZE 300 MR EMBEDMENTI V4') WITHIN 8. OF EACH END S' cm 4 18. Or- MAX SPACIN& V2• DRYWALL 2XS, OW SECURE TO BLOCK W/l2) 3/16'❑ ' TAPCONB P.T. P.T. NAILER MIN. SHANK 612E JO DOOR CASING MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' OTC. MAX 6PACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 8141M A8 NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" y 11IND011 TO HIACK +2 1/4" NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" nIIxnnx 'rn a2nc1T a.A" 2X4, m SECURE TO 15LOOK W/ 3/16' TAPGONS (MIN. 6NANC SIZE 145 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 2X6, 6ECURE TO BLOCK WN2) 3M.' TAPCON6 MIN. SHANK 61ZE J45 MR HEAD 612E 300 MIL EMBEDMENT 1 1/49 WITHIN 8' OP EACH END 4 W O.C. MAX SPACING. 2XS, Imo 6ECUR8 TO BLOCK WK2) NIS' TAPCCN6 (MIL SHANK SIZE J45 MIL HEAP SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OP EACHI END 4 I6. O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 GECRED THROUGHI NON-6TPIUCTURAL 346' TAPCON MIN. 1414' EMBEDMENT INTO BLOCK NOTE, SHIN AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4•) S• Cm V2• DRYWALL MAW P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WN2A2d WITHIN S' OP EACH C40 4 6' TO S• OC. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUPACTRRE6 DETAILS. DOOR JAMB TO BLACK +3" F NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/18" y�ND�011 TO BLOCK +9 7/18" 2X4, m SECURE TO BLOCK V V4'TAPCONS (MIN. SHAK SIZE 14D MIN. HEAD SIZE J00 MIN, EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 K' Oa MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6 ® ON OUTSIDE 4 SECRED SECURE TO BLOCK THROWaH NON-STRUCTURAL W92) V4• TAIY.OI'IS (MR 3/16' TAP'CON MR 1-1/4' SHRANK SIZE AS MIN EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN 6' OF EACH END S, cm 4 Is' Oc. MAX BPACRJG. iR' DRYWALL 2X91 = SECURE TO BLOCK P.T. NAILER WK2) 1/4' TAPCONS P.T. X 4' M I'MR(MR ON" SIZE AS MR HEAD SIZE 300 MR EMBEDMENT 1 V41) DOOR CASING. UT14IN S• OF EACH END 4 I6• oJ:. MAx SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER M~ACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" ,101/ TO BLACK +3 3/4" 1441 N. RONALD REAGAN 8l LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: OOD3325 N SUHDIV. AR LOT,. ABBOTT PARK LOT# 16 BLK. 11 PROJECT*M 04181.000-16111 MODEL: 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 60 PH EXP. Cj IF .J�Jl�I PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION V�AON EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12J31/2021 13473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13672.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/33/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872,8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 32/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 20456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 32/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30660.2 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 8/33/2023 33496.5 SIMPSON 5TRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 31495.4 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/Z022 17676.10 MI WINDOWS &DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353A MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 32/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 35279.2 CLOPAY BLDG. PRODUCT CO. EX7. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'$" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-7RU EXi. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SiDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0"SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMMTRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 22/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/32/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/33/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 LAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.3 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12J31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21J2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM � W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/0S/2021 1.441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-77"076 TAX: 407-7744078 www.abdeslgngroup.com AA #: 0003826 C SVHDIV. dt L07N ABBOTT PARK LOT# 16 BLK. 11 PiiOJECTdF 04181.000-16111 1tODEL: 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 60 MPH E 202 l�'1' 05/of 25/21 DATE: SCALE: 1/4"=1'-0" SHEET D4 PREFORMED CONTROL. JOINT'S RANGE OF CONTROL JOINTS Td BE WRED TIED TO LATH a S' O.C. MAX (VERTJ. NOTE, DO NOT FASTEN C4NTR0. JOINT TO WALL EVEN IF STUD EXISTS BEYLOE�ND EXCEPT STAPLES UY SEGLRE TEMP C0NTROLMAY BE �LJOI TO . DURMG INSTALLATION —� FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY I — — p THICK 3 COAT CEMENT / \ PLASTER /— UR8 LAYER'S, FORTIFIEER / BWLDING PAPER APPROVED METAL LATH FASTENED e1' (VERTJ O.G. MAX AT SUPPORTS WEB LAYER 9, STIJOW URAP WOOD SHEATHING WUZF///////, RO FAMMIS- LATH SHALL BE CPAT:.A... uS THRONITRJOINTBE SAFTIED SIDE. PRONDE 2X4 BLOCKING PER W63 \ PLACED FLAT MAX W TO S' FROM CONTROL JOINT WEN \ CONTROL JOINT FALLS ON IiASTENERS FOR LATM TO BE NAILS OR— STNJCTIRAL STUD STAPLES IN COMR.IAJCE UV ASTM C1083 r 2. WRE TES TO BE (NO. N) 0O410' WI6 3. BLOCKING SNOW( MAY W IN ADDITION \ TO WALL STUDS REOLIRED PER PLAN L--.-A O LTOLDNW=-Pr. A ® 2. CREAM - PT. 0 Nam, APPROVED BWLOM WtAP SMALL BE LAPPED A MINMUM OF •' • VERTICAL LAPS (ROLL ENDS) 4 &' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FONTIMR SMATIMS TAPE / r eua LIP . KTAL LwTx \ LATH VERTICAL LAP TO W i' —L METAL LATH I aLz Wm LATER 9, I STUCCO WRAP 11�URB LAYER -2, FORTFIBER 1111WLDMG PAPER 2 SCALE, I IR•al'-O' r rm un+ LAF, ILL— ALL AF NOTE SIDE LAPS OF METAL PLASTER BASER SHALL BE SECRBD TO FRAYMEIG PoRlILRS. THEY SHALL Be TIED BETWEEN SUPPORTS WTH CAR415-K (131-MAP) WIRE AT INTERVALS NOT MORE THAN V (220-MM). AS PER ASTM CIOS3. ® KIC KO UT FOR R, AIR OF TEA IN UM WLAYERS, TEAM DETAIL MAY OE PATCHED WP OUSE WRAP TAPE PER MANE. SPEC. on PEEL 4 STICK WOOD SIEATI BWLDI PAPEF STUCO I- THIC 3 COAT CEMENT METAL LATH WEB LAYER -2, PORTFIER BUILDING PAPER • INSTALL FASTENERS (CLIPS: STRAPS, STAPLES) AS REONRED TO SECURE PIPE) WRE TO FRAMING WPM LAYER'1, STUCCO BRAD WFB LATER 91, POWN48M OULDM6 PAPER METAL LAIN W .W SELF-ADNERIN4 MEMBRAE FLASHSXe OVER 4•x4' SELF -ADHERING M®'IGR" PLASHING OVER APPROVED MOUSE WEAN. PLASMMG TO EXTENC, ONTO PIPE '4'x4' SELF -ADHERING MEMDRAIE FLASHING OVER APPROVED FIOUSE WEAP. V COW BEAD OF SEALANT INSTALL APPROVED MOUSEURAP AIR INFILTRATION MAPPER OVER SMEATMING SECTION t,7eEExte tr use pot.nb .hall r pl of th the cement plaster shall comply with the application �I_te ornsTM c 925-1eh. 1r llatton or exterior 4Mtrg and taming .hall comply with ASTM C 1083-19a, arASTM 3787. 44x4' SELF -ADHERING MEMDRANE FLASHING (COMPATIBLE Ul/ HOLM q• URAP MATERIAL) OVER APPROVED HOUSE WW° RASH2BUG TD !XTlNU'1 ONTO PIP! I' OR LESS PIPE ... CUT AND OVERLAP ONE SIDE OF— SELF -ADHERING ME MBRANB FLASHING STEP 01 WOOD SHEATHING OLFCLD►4W2D. ® LFCIONW C.IR.A OR CMU I<C)aNa.Pr.s 2.CREAN-Pr.0 I WRB LAYER 01, •CP4N. FT.0 :" STUCCO WRAP (FRAME ONLY) 3. CRBAN. PT.0 : y; 4 POW Pr. C O Pr. \i tBOT L I . C Tom ® d' IM THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) r119p�'` ® ® ® LAP ORB 4 TAPE OVER Tr soTrcM ROOF/WALL SCREED 'LAMM EA,.la Tlaxr MAI- FCLO. 22 ' UELa,r. i' THICK 3 COAT CEMENT z 5'X5' 'L' TYPE CONTINUOUS PLASTER(PA"A W 2 eeAT Z GALV. METAL FLASHING CEr�rr FLJ/T!R raw uRe LATER a FORrFIBER ;� 1= (NAIL TO ROOF DECK, NOT SULDFIG PAP, (FRAM OLT) WALL SHEATHING) ulm LAYER 9 �' CAP SHINGLE - DO NOT NAIL, STUCCO BISAP(1R4¢ GWY) INSTALL WITH ROOF CEMENT LAP LATOae Q NIIL PM RAP OrEAI NALNe NLANB2e, eTOP �( Foum OR cm ROOF CEMENT Nis au,L llNxelB i I ROOF PER ELEVATIONS MAL)rn.AeNNeres gTyL CET.),, 1dr aE)ER,.+ �L _xaTR Tlowr eeAL rEeo ae BHSIeLt ROONetl T V O � Ie AT SOTTRI IV MQ . al" elNwleTICNe DRP EDGE. &IWLIW A.. ExrlO W. 11lLOW FAIM RAP "°' �T O"L" FLASHING 5 N.T.S. W.W SELF -ADHERING ME'ORAIE RASHNG (COMPATIBLE W( HOUSE URAP MATERIAL) OVER 4 A4' SELF-ADMERNNG MEMBRANE PLA814M OVER APPROVED MOUSE URAP. FLA614NIS TO EXTEND ONTO PIPE a)T AND OVERLAP ONE SIDE CF SELF -ADHERING M rMANE FLASMING PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRB LAYER 02 IFORTIFIBER --- _,_ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 711611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84l-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407474.8078 FAX 407-7744078 www.abdesigngroup.com AA If: 0003325 Oil BV9DM & LOT ABBOTT PARK LOT# 16 BLK 11 PROJECT# 04181.000-16111 MOD=c 3EEB "2260—ELSTON" GARAGE BVrMG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH DATE: 05/25/21 BCAI-E: 1/4"=1•-0" 8HEET WA1 INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OFTINON-MOVABLE WOOD CONSTRUCTION FRAtME OF rI•EE EXHAUST. 6' SELF ADHESIVE SEry �"�'-a OF FLAS14W, TO BE, OVER TOP t SIDES L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET N MD SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT IS TO BE UNIT WRB LAYER 01, 1 : ' TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD f ' AROUND PREMANUF. DRYER LONGWOOD, FL 32760 " ;X::; VENT -APPLY BEAD ALL SEALANT " .�• JOINTS ANDI SEALANT ALL VENT GAP (SET IN WRB LAYER 02, FORTIFIBER FAc;40t 774.4078 JOINTB AND INTERSECTIONS CONT. SEALANT) BUILDING PAPER www.abdesigngroup.com APPLY SEALANT AT PERIMETER OF AA #:0003325 BACKER ROD ANON -MOVABLE FRAME AND STUCCO y' ON ALL SIDES. s CAULKING JOINT ALL SEALANT • TOP t SIDES THICK, 3 COAT CEMENT D 8HEATHING PER SECTION R703.7 PLASTER LAYER -1, Exterior lathina and plaaiedna CO WRAP BACKER ROD Exterior use of portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) WALL CEP LAYER R, FORTIFIBER DING PAPER -- requirements of ASTM C 926-18b. X. __ sYcE L LATH 1- Installation of exterior lathing and framing ' MOODJrMET,. TEXTiIRED CON87RFINISH . wow shall comply with ASTM C 1063-19a, 1 : :=-. 1787. Co' SELF-ADHESIVE TO UJDOD aTF0.1CTiNlAL WRB LAYER -1, .,X-; FLASHING b' cmFASTEN MEMBER 0 n' O.C. MAX STUCCO WRAP HOODED VENT BUILDING PAPER 'QUICK WOOD FRAMED ePLTWIM . CEMENT OVER FLASH' WALLMETAL AB R3COAT LATH_HORIZONTAL WEEP SCREEDWRB TO FRAMES LAYER 02, FORTIFIBERPIPE THROUGH /BUILDING WALK(FRAME MDE eTRIP SELF PAPER _ WOOD BFEATHNCs l MAGOIW BEFORE APPLYING ♦TRRDfNRED n d 111 .,.' WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER i' WIDE STRIP SELF APPROVED WRB ADHESIVE FLASHING, GLEAN MASONRY RDEPORC APPLYING 5 T E F' #1 LAYER 9 S T E P j}� * G Z R9.ARSHIRVG ELEC. METER FIELD 1 LAPPLY VERIFY LOCATION ELEC. METER FIELD APPROVED — STONE VENEER OVER SCRATCH COAT VERIFY LOCATION HOUSEWRAP BELOW WR8 LAYER'(, STUCCO WRAP HORIZONTAL WEEP SCREED STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT CUT BUGH THAT MEMBRANENO 6 APPLY 60 MIN GRADE 'DFELR ® SELF -ADHERING MEMBRANE FLASHING W/STONE VENEER PRIOR TO INSTALLING ELEC. METER APPLY TO FACE SELF -ADHERING (FRAME TO BLOCKZ, EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC aPRovED HOUSEWRAIR ISOCYANOTE-POLYBLEND FOAM WlRB LAYER 02, FORTIFIBER LEGEND ('GREAT STUFF• OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP 03 &TEP *4 DRAINAGE PLANE (WRB BASSEALAT AT LAYER 01 STUCCO WRAP) TTHAEELEG. WARE PE EITRATES sysaiv et: LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEL- 3EEB "2260-ELSTON" cwRwaE 81111340: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ~ WRB LAYER 02 (FORTIFIBER - - - - - �ATTOMERI R BUILDING PAPER) AREA TO RECEIVE STUCCO 50RATCH COAT APPLY E-Z BEAD STUCCO/ C.V. FINISH (SEE TYPICAL WALL METAL LATH X—X—X—x t I GOAL OF PAINT W/BACK- ROLL PRIOR TO OVER bm MIN GRADE 'D' as •e.eaeo SECTION) METAL LATH IL ELEC. METER INSTALLATIONSTUCCO PROVIDE STUCCO SCRATCH SEALANT AT ALL ; WOOD OR 1/16" ZIP WALLGOAT LARGER THAN THE ELEC JOINTS ANDMETER INTERSECTIONS,...,SHEATHING CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISGONNEc7 PR:xT 05/25/21 awTE• NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L55. OQ ELECTRICAL CONDUIT V STEP #5 STEP #(o NCALE:1/4"=1'-0" °HEFT PENETRATION PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL 9 RECEPTACLE A� WOOD SHEATHING WOOD WRB LAYER'S, 6U6-FLOOR DECKING COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WOOD WRB LAYER 4, FORTIFIBER PRE-ENG'D TRIbB BARRIER PI CONSTRUCTION BUILDING PAPERWEATHER • V HAT CHANNEL a' THICK, 3 COAT CEMENT �A BARRIER BARRIER �81871VE • TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE _ 6' OAF. • TOP OF WEEP SCREED BARRIER -2 / 6' OAF. \ TO SHEATHING 18EHM WEEP SCREED J' T41C R3 COAT CEMIENT � RIES PEEL 4 STICCK WOOD BREATHING I )Wx3' 'L' FLASHING `� 4' POSITIVE DRAIN MEAL LATH FILLY EMBEDDED nseo 6r4cn IN ROOF CEMENT 1441 N. RONALD REAGAN BLVD `� WOOD 614EATHM LONGWOOD, FL327W WRB LAYER't METAL DRIP EDGE V PH:407-774-6078 STUCCO WRAP j' THICK, 3 COAT CEMENT Ys' GAP FOR BACKER SET IN FULL BED OF ww FAX: 40s-774.4 p7 om PLASTER i _ ``�� EXTERIOR GRADE ROD / SEALANT SEALANT, x' MIN. AA #: 000332B 6' 6ELF-ADHEREM ORT WALL SPACE FROM DRIP k' CLISTOM , BEAD i FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE • TOP OF WEEP SCREED J' THICK 3 COAT CEMENT VINYL QMM BE m BARRIER 9 4' POSITIVE DRAM TO SHEATHING BELOW WEEP SCREED'6naR eem I ' WEATHER RESISTIVE KIR WATER PROOFING 16t .:" BARRER 4 ' WRB LAYER WRAP , ND GAP M !�D �YL � �m LEGEND LAYER l2 LAYER PEEL ° EXTERIOR COLUMN STUCCO WRAP (SHOWN FOR CLAIlFICATION OF 4 STICK) ar.r�''r COLUMN SHEATHING All�' , .`,4 % 'i SEPARATE ACCE660RE6 ONLY) "y: LLRB LAYER 4, FORTIFIBER ice` i BUILDING PAPER PEEL STICK 6' GAF. Ilb'x3"L'R.A6HINNG DRAINAGE PLANE (WR56u6 MOOR FULLY EMBEDDED IN LAYER 1, STUCCO WRAP) "'. , 6'BELF-mFEREIK'a ® ROM CEMENT M WRB LAYER R, iFLASHING CORNER OF GMITDILEVER I )4' X 3' 26 C.A. GALV. STUCCO WRAP �' YMETAL DRP EDGE WRB LAYER •2 (FORTIFIBER ------ 4- - — AMI[G dMbi WaUG T80 ° POSITIVE DRAIN I }j'XI A' P.T. OR SIMULATED SET IN FULL BED OF r 1 2 ; „E� 0 CANTILEVER DRIP CWl�pl8) FILLER"y-A"T•x'MIN' BUILDING PAPER) EDGE SPACE FROM DRIP FACE TO TREX Y4' GAP FOR SEALANT VINYL GAGING BEAD METAL LATH X—X—X-x NO GAP IN FIELD OPT' BACKER ROD' WATER PROOFING Mt !SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALv. MODPIED 9 - LAYER (2 LAYER PEEL 4 SEPARATE ACCESSORIES ONLY) FNIS14 LAYER (2 LAYER METAL DRIP EDGE HA CHANNEL E STICK) WRAPPED FROM STUCCO CASING BEAD PEEL 4 STICK) SET IN FULL BED of HAT CHANNEL BALCONY DECK TO 6' PEEL 4 A° CE FROM RIP VINn eAeNG BEm CANTILEVER WOOD OR 1y /16' ZIP WALL DTL ® CANT STICK .DRIP �• THICK, 3 COAT CEMENT b C 4 10A EDGE TO FACE TO TREX PLASTER SHEATHING BGALE: I I/2' • I'-0' DECK 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-AC)HE51VE FLASHING — — — — — Ye NOTE: IJ6XI1r: P.T. OR6' JLATED RGAPFORBACKER FINISH ROD 4 SEALANT 4' POSITIVE DRAM G METAL LATH: LATH TO BE PER SECTION WOWCONT (AWpJB)FILLER BEAD }'THIClGSCAATCEMIENT WEEP SCREED �i PLASTER A R1m3.�.1 / ASTM C- 847 -14a, MIN. 2.rJ LBS. WATER PROOFING. 1.t WEATHER 0E616T1VE VINYL CORNER BEm (SHOWN FOR CLARIFICATION OF %e w W LAYER (2 LAYER PEEL y BARRIER NyWYL CASING BEm SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM WEATHER RESISTIVE PER SQ. YARD (UTILITY OR NOMINAL G�I�RCKTOy'r BARRIER? BALCONY DRIP O LATH QOES NOT MEET SPECIFICATIONS) 6'PEEL 4STI_ 11C EDGE INSTALLATION @ COLUMN = DRIP EDGE TO DECK DECK DMEMBRANE,OVER DR SUB FLOOR DGGE OVER DRIP (W/" L" FLASHING) WOOD CONSTRUCTION ®® 31 X 3126 GA GALV. SCALE: NITS METAL DRIP EDGE WOOD SHEATHING SET IN MLL BED OF WEATHER RESISTIVE IX"m Vs P.T. OR SIMULATE 6EALA jT•x' MIN. BARRIER -1 WOOD (TREX) FELLER GRACE FROM DRIP WRB LAYER '7, 3/4 RESILIENT WEATHER RESISTIVE CONT'NJOU° FACE TO TRIM . eEAo 2x FRAMNG MEMBER STUCCO WRAP N .T C14ANNEL BARRIER 4 W GAP FOR BACKE ROD 4 SEALANT WATER PROOFNG 16t WOOD SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PLASR3 GOAT CEMENTWOOD LAYER n, FORTIFI15ER ' THICK, 3 COAT CEMENT PEEL 4 STICK) STICK) WRAPPED FROM PLASTER 3/4 RESILIENT BALCONY DECK TO 2 1/2' i�EB.CEAD BUILDINGS PAPER 1°HAT CHANNEL CANTILEVER FASTENED TO 6HEATHIN03 ! WRB LAYER 01, I5/8' TYPE X. DRYWALL METAL LATH �' THICK 3 COAT CEMENT z7,.suz.:�;- :: :.r. • '1. O.C. MAX. ! !=ASTER METAL LATH ;� I STUCCO WRAP FINEXTURED 4 PAINTED WOOD SHEATHING METAL LATH C FINISH WOW SHEATHING I 6)6' TYPE 'X' DRT'WALL i' THICK 3 COAT CEMENT (2) 2x12 HEADER W/TEXTURED 6 PAINTED WEATHER RE816tIVE ,y.� WPM LAYER 9, �' THICK, 3 GOAT CEMENT �.! i WR8 LAYER I'2, FORTIFIBER PLASTER FINISH BARRIER M STucCO WRAP PLASTER BUILDING PAPER WEATHER RE616TIVE WOOD SHEATHING %' THICK, 3 COAT CEMENT BARRIER �2 =i 4' POSITIVE DRAIN PLASTER 4' POSITIVE DRAIN 6'SELF-ADHERING ' METAL LATH ymYL CORNER BEAD WEEP SCREED VINYL COIBDER BEAD ¢Eo 6roson METAL LATH FLASHING vINYLcA61NG BEm pO GAP IN FIELD WRB LAYER 4, FORTIFIDER (EXPLODED J' THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (61-101LN FOR CLARIFICATION OF BUILDING PAPER IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCES6014IE6 ONLY) ' CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP DRIP GAP 11 D DRIP EDGE 11 EDGE INSTALLATION 14A CORNER BEAD Ce? FRAME O INSTALLATION WINDOW FLANGE WOOD CONSTRUCITON STU WRAF' 6 11I{\ WEATHER RESISTIVE Z I/2' BARRIER N 'k CORNER BEAD WRB LAYER 02, FORTIFIBER ''' i i- BVSDIV. at LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEL: 3EEB "2260-ELSTON" GARAGE BWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. BARRIWEATHER RESISTIVE (FASTENER i SPACING '� -I* O.G.) BUILDING PAPER • BEm METAL LATH VINYL CASING,i i' THICK 3 GOAT CEMENT PLASTER 8/8' TYPE 'X' DRYWALL METAL LATH PLASTER 3 COAT CEMENT TERJ a W/rEXTURED 4 PAINTED WOOD SHEATHING 6'SELF-ADHERING ' FINISH THICK 3 COAT CEMENT 14EADER MAM CMU FLASHING PLASTER1/2' THICK, 2 COAT VINYL CORDER BEm VINYL CORP. 4' PLASTER APPLIED CEMENT DRIP CAP AR CRA POSITIVE DRAM wmae sv_-seen DIRECTLY TO MASONRY WINDOW FLANGE PIA" 05/25/21 VINYL CASING BEm NO GAP IN FIELD DATE: FOR CLARIFICATION OF SCALE: 1/4"=1'-0" SEPARATE AGC.ESSORESONLY) 14B CORNER BEAD CAD BLOCK �5B CASING BEAD ® WINDOW RIDGE INSTALLATION (FRAME, NO BAND) SHEET P E WA3 WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 02, POPTIP15ER BUILDING PAPER —� METAL LATH THICK, 3 COAT CEMENT PLASTER 1 &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER h, STUCCO WRAP WOOD SHEATHINGS WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDINGS PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Y.' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER STUCCO TO — SIDING TRANSITION SIDING -7 STUCCO WRAP 410K 3 COAT CEMENT &TER AL LATH WRB LAYER *2, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER sl, STUCCO WRAP CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD )_ (CROSS SECTION) , ••• "•.•••`� / :+! i wDOD ITIVE WRB LAYER ►2, FORTIFIBERTM R aleBUILDING PAPER�ER�eleMETAL LATH :. �jx T Yi LAP THICK, 3 COAT CEMENT RAMPLASTER�;STARTER STRP&'SELF-ADHERIFLASHING \�\ w MET DRIP CAP 7AiAL 7' VV MET WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATF METAL LATH WRB LAYER ry, STUCCO WRAP WOOD SHEATHINGS WRB LAYER 02, FORTIFIBER BUILDING PAPER i WRB LAYER 01, J' THICK, 3 COAT CEMENT I STUCCO WRAP PLASTER I WRB LAYER "2, FORTIF15ER VINry, ANGLED i BUILDINGS PAPER CASE DEAD VINYL CASING BEAD METAL LATH i J* THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 117A BA��F (FRAME) SCALE:' �R.s�n+o NERN6 WEATHER RESISTIVE BARRIER , uEATER RESISTIVE DARKER Q RAS�Nl16ADNERRIC' GALVO METAL Z' R.4814M:9 ffll� pit x I / OR LAPPPRROYED SEALANT CAGNM OEB2 SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R7103.1.1 / ASTM C-$41-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) u0m cQJSTRJCTION—` UIOOD SNEATNM6— WEATNER RESISTIVE—__ BARItlER DAPMR �SISTIVE —� �`x T�Y•�aP eIDMG� 5tlel.m IERMG --� STARTER 'GALVADSHuMAL J� u %mm DAOIOER xRODEi Pvc P7�LATGHWM9 NERNG� 1140 ' �7EAIQ� �T asnYB� WEATHER RESISTIVE DARKER 9 SIDING TO STUCCO ` ATH"IPml&TIVE ® FRAME TO FRAME 19 TRANSITION — iR', SE A91F-ADNMG ER UEATI RR RESISTIVE BAPMER 9 TO LAP i' MN. ABOVE TOP ` Q 'Z' FLASHING `(-UEATFER RESISTIVE BARRIER 9 L WEATHER RESISTIVE BAIItIER 4 TRoMI FE mit WEATWER RESISTIVE DARtlER 9 !U4Ab' R.EX- BEAD VNYL CA IMILE PVC C4ICKER ROD) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHINGS SELF-ADHESIVE FLASHING — — — — THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH / ' a WINDOW FRAME ,( WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/fib' FLEXIBLE PVC BACKER ROD) ' WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING 2X FRAMING SWOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME Y4' GAP TYP CASING BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407.774-6078 FAX: 407-7744078 W VW.abdesigngroup.com AA 0003326 > uODIV. de LOT ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODELa 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 RH EXP. l9 PRINT 05/25/21 DATE: aCALS. 1/4"=1'—O" e ZEET WA4 C LD W T-11IN KEEPING THE VEIN' PRCPERLY "S'NNDW ALIGNED. VEIN%PE IS BPAIFD IF UnUTED. NNL IN PUS SHGYIN N! GALVANQED USING I -IN' —W ATEAGN CORNER. ROOFlND CEAEM SHOULD SE APPLIED TO ALLSHINGIE EDGES NENT THE OUTER EDGE AND ARO THE ENTIRE F£RWEIER AS OOOSEN:CFMNGIN EKING IN TH RECDMAENDED IN SEVERE NEATNERCMSTAL INITH SHEATHE .IN THE EVENT ANECCORD VENT GAIN LS CIVIR NG.S.INTEOPENTAME ORDWGENFANIS CONS1RUCnCN ]DIES. WED iZE TH VSED, SQE THE VENTOPENING N A(:CORDANCE YNTH FACTIIRE'S%%NG CgJIECTON VEIN FAN1. CNI;. DO NOT CUT INTO TRUSSES OR RAPIERS MEN CURING THE OPENN3IN THE ROOF. �' RERIME MFTFERING NAILS SOTHATAROUNDTHE IEOFENNGI.E PERNIETENT L THE PLAT TOOSO THAT THENNLING LIDS OF THE VEIN tAYB PLAT TO THE ROOF SHEATHING. SLIDE 1 THE TOP AND SIDE FLANGES OF THE VENT AND UNDER OW SNNOLES. ALLTHE BOTT(NAVENTFLFL ANGES TOIAY pJ THE TOP OF n1E 9NNGLES. IF -'IF-- ROOF HOOD VENT DETAIL E: CUR' HOU6HIWAP AT 45' ANSI MODPED 11, 0)T N 1101MISRAP LEE OF WEOOW- OP@NNG TE'MAO FOLD -I TUCK FF IL LEA FOLD N AT ATRDveo, WOUSM~ LOP ovm sm"THNO OVER ^ ue eTUD RUALL G STEP 1 INSTALL 6' SELF-ADIERNR PLAGHNO OVER NALNO RANGE JAMBS INSTALL 6' DEEP-AD4OaG FLAWING OVER VINYL LEAD FLASHING (MIN C40 DAM NALNO FLOWN BEYOND JAM MASHING INSTALL VINYL CAP IAlNNO IRA BELO W OW NLL FLEXIBLE 0. LE A.ASHIYG Do NOT DEAL BOTTOM A+ STEP 6 ASPHALT PLASTIC CENENT MDLOEO AROUND EASE DF %PE AND OVER FLANGE ALIGN FLANOIG UV W. EDGE OF NLL R0. FASTEN FAKED moo" (Ow NAU.S, STAM1ES) INSTALL DUAONT FLEXMIAP As TH FLASHM AT THE FOLD NCUIM~ DOWN A TAP! DRAGCNA- GUT . ACROss HEAD ar PLUMBING VENT DETAILS UTLY 46• NOM INSTALL 6' WOE ADFENVE - BACKED FLEXIBLE PLAOWNO MATEIIAL OVER DRIP CAP JOINT(PROTEGTO-SWAP BT-MXL - BMW) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 33- UNOERU C NO FASTNEM NTTlIN T OF CENTERLINE TM FASTNEM IN ENOOF SINGLE ND END SHNGIE AT LEAST iZ' BEYON) VALLEY CENTERLINE MIPPEDOFF OORNEq AT AS DEOREE� fROM VALLEY CENTEgUN: ROOF VALLEY DETAIL E. NTS APPLY 061 HW (O EQUAU SEALANT (4WD APPLIED FLAWNO (LA CO ISME-SEAL RIG -SS OR E(LA-A SLOPE SILL TO aX bligm IT 16 THE CON TACTOM RE6F0NINBILTY TO VERPY THE CQTATWLITY OF ALL I440DUCT6 INCLUDNO FGUbEURAP. SEALANTS A W4 P-ADFEMIO FLASHING MATERIALS USED DUM O COIETisuCWX . INSTALL ALL MATERIALS PER NAIPACTUIIM UII1711941 SPECMTCATIGM RE SEALANTS MAY ACT ADVEMELY P NOT ,MWATElLE. LEAN AND SEAL JAMB TO BILL JOINTS, WITH DOW IM FOLLOWNG COMPLETION OF EXTERIOR RETROFIT WORK (REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NT IJ610N BELOW THE WINDOW OPENING ALA INTERIOR PERIMETER OF WINDOW WITH SEALANT L Ir R6 THE CONTAcrOM 1E6PON61BILT7 To VERIFY THE COFP'ATIBIL" OF ALL PRODUCTS INCLIDNO SEALANTS I OW-AC4ERM FLAWING MATERIALS USED RING DUCONSTRUN WCTIO 2. PLANO AT EXTERIOR MNDONII AND DOOR OPBIINO6 SWALL BE INSTALLED N ACCORDANCE MTH MIANPACTUIE" NOTALLATICK INSTRUCTIONS AND APPROVED METHOD u OP FBC WWA U N ACCORDANCE MTN FENESTRATION MAN FAOTUPWRY INSTALLATION AND FLAWING N6TPN)CTIONS. �LANTG MAY REACT ADVEMELY P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NT6 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA #: 0003326 F 1}NjO � yr, m O t- R elUBDIV. ac LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODEL.: 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH IAA D TE 05/25/21 sCALE: 1/4"=1'-0" WA5 2x6 SUB-BANb W/I'x4' NOTCH o END, WRAPPED IN PEEL t STICK METAL PASOIA UAtAP DRIP EDGE d` I, 1/8' TEXTURED I FINISH a WOOD I \1 2x6"5AND—./ \\\ NOTE: NOTCH FOR 2X6 �\ SUB BAND ONLY (9 PLAN 5- -ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) �J\VNDRIP EDGE,I' OFF WALL OT INTO STUCCO) ®PL,4N A ;I T/S' TENURED PMISN a WOOD, IQ' TENURED FINISH 0 GMU METAL LATH UIOOD SHEATHING OR OMu LLIIQB LAYER'1, STUCCO WRAP (FRAME ONLY) UJRB LAYER 02, FORTIFfBER BUILDING PAPER (FRAME ONLY( AT 47�4it�akj /8' TEXTURED FINISH a i WOOD, 1/2' TEXTURED FINISH ®CMU 2x6 SUB -BAND W/1'x4' NOTCH � END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK OUT PRE-ENCs'D TRUSS TO BE CUT * WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/U4'x4' NOTCH ®END AL FASCIA WRAP P EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL X x x x x �4 x x x x x x x x x x x x x x% x x x X% x%% x . ........-. .. x x x x x x x x x x x x x x x x x x x x x x x x x x X % X X X X % X X X X / x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KIC K-OUT FRAME OR GMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U¢'x4' NOTCH a END, WRAPPED M PEEL t STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/116'x4' NOTCH o END, WRAPPED IN PEEL t STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH:407•T748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r 0 1 Q a vaa:vee LOT:BBOTT PARK LOT# 16 BLK. 11 ROJECT* 04181.000-16111 ][ODELe 3EEB "2260-ELSTON" GARAGE awsrtG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH Ey. Dw �"T 05/25/21 SCALE: 1/4"=1'-0" SHEET WA6 FOUNDATION NOTES 29'-B" 2'-1" 10'-0" 17'_7" TE•1 26'-2" 3'-6" w SLAB 0,_D" 0 TOP OF wl y Iw SLAB ,O EXTEND — — — — FM•i6X18 x �' 4'_0" SLAB 1 1/2" i� I� ii m -4" PVC CHASE I D.O' D_ TOP OF m � SLAB LL 8'_2" �p0 1.1 1.1 i i u fi' ci ii Z ?4 I TO 2ND FLOOR (FIELD VERIFY w ii Y 1 EXACT LOCATION) g I 9 CL CW-16X12 � V CVUC-16X12 10 — — — — X — F2162 M 3 I O m._21'1" T-8" �3] _ — 8 CWC•16X12 EXTEND ��' tO SLAB 1 1/2" 5 1/2 _ FM-16X18 j 14'-8" I X-7" Q 3'.5" V8" m M 4" CON[. °D SLAB J g 0 , II` w I On. �j LLI 'o FM-i8X18_ § fO y ml xlm I LLI 4 4 I 1.1 1.1 I FM-i8X18 _ _ J T-10" '-4" 5'•4" '-4" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" -EXTEND SLAB 1 112" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, MINDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #8 -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, 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 (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS f 6x6 WIAXW1.4 OVER 3 1/7' 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 I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 19, - (2)#5's FMC-16x18 le, CONTINUOUS 16' - (2) 's VARIES TEA 6" SEE PLAN a, - s .x)'$" TE-2 di7' SEE PLAN dial - 'a (+0"-0' F-24x24 24" 24" 17, s ( s F2-24x24 24" 24" 16, (2) 's ) 's CW-16X12 16, CONTINUOUS 17' - (2)#5's CWC-16X12 le. CONTINUOUS 12" - (2)#5's #51N CURB VARIES F1-30X30 30' W 12" (3ws (3)#5's (-)0--8" F1-24X24 24" 1 24" 17, (2)#5's (2)#5'3 (-)0--8" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407.7748078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003326 L4 y o din atMDIV. & LOT ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEL: 3EEB "2260-ELSTON" GARAGE >9VIING: LEFT PAGE: FOUNDATION PLAN 60 H E PRINT awTE: 05/25/21 SCALE: 1/4"=1'—O" SHEET s1 MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i } STEEL REINFORCING IN GROUTED °o CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS a SPACING REQUIREMENTS 5 GARAGE DOOR i ��- RECESS �N ° FM b 8"CMU WALL 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR sI I FOUNDATION WITH 30" LEG EACH+-0'-0'WAY a' b ° TOP OF SLABIN K-11 W AT ALL CHANGES IN DIRECTIONS $O THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB -�+ • - °I ° MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • •.� SEE SLAB SCHEDULE a BAR SIZE 40 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (I -STORY) 18" L • EXT. FOR SLAB - VARIES Y SEE SLAB SCHEDULE TOP OF GARAGE V CHAMFER I�.°- I� O' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE >;p. MASONRY UNITS SET AT ELEV: W/1/Z' ISOLATION _° ..• 6" CHAMFER (2STORY) W/ 1/2' ISOLATION I• 6' CHAMFER wi 0-O JOINT(NMERE - • APPLICABLE • #4 24" SEE SCHEDULE #5 30" JOINT(WHEREz APPLICABLE) (2-STORY) ) a 8EE SCHEDULE ANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE 36° z g FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST I.. AND BAR QUANTITY F' AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO #7 47 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3la"=r-a' 2 CORNER BARS DETAIL DOOR OPENING (� GARAGE 4 3 SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. z g w POURED CELL LAP TOP PLATE A MIN. OF 48" J 8" CMU AND NAIL W/ 16d COMMON m NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT `g AR ®24" O.C. CENTER OF LAP TO OCCUR OVER STUD OF WALL PLAN SLAB 2X4 OR BEARING GEE PROVIDE BLOCKING • S. ZSYP NO2 STUDS WALL W PLANS FOR SPACING. SINGLE a O 4s I _ NEW REINF. BAR BTM. PLATE TO BE PT. SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED g'g EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE J 8", UNO NAIL 16" O/C STAGGERED. • W/FLANGE®BABE S FOLLOW ALLMANF, ADDITIONAL METAL .� 4" CONC., REINF. W/ I SPECIFICATIONS FOR USE AND CONNECTORS NOT RED RED WHEN NO ° 'A6"#10 WWM ON I7 PREPARATION OF UPLIFT IS PRESENT. _ w 6�MIL POLY ETHYLENE VAPOR BARRIER ON 4" r HOLE. w SEE SLAB SCHEDULE W. • WELL -COMPACTED • SECURE FLANGE TO CLEAN FILL TERMITE 1 1 TREATMENT SHALL BE SLAB W/(4) 1/4" X 2 1/4"-} TAPCONS e1,0'-0" TOP OF SLAB a •: - BORA-CARE , u , 1 „4 -��-� a • (2) CONT. #4 REBAR 4" CHAMFER STORY) �— -r-• —� .'r--•-a • h(2) 6" CHAMFER (2STORY) a #5 REBAR ON CHAIRS e• 2000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE 17' MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL 4 , g O COMPACTED SOIL FOR WAD, BAR SIZE AND BAR QUANTITY SLAB HEIGHT LESS THAN T-61 n0 PERPLAN ADDING BAR TO INTERIOR CURB FOUNDATION 8 WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION SCALE:3/4"=V-7 (NO UPLIFT) 5 �+ FOOTING W/ BLOCK WALL SCALE: /4"=1' Y' V SCA E: 3 4"=1' fY' � SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL J CONNECTORS NOT w REQUIRED WHEN NO UPLIFT IS PRESENT. �$ 8" CMU WALL +_ a-0' POURED LINTEL CONT. (TYP.) 'rp:. 8"CMU FILLED CELL (TYP.) b TOP OF SLAS SEE SLAB SCHEDULE e, 2X WALL FRAMING [/�-�--+ SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5' TOP OF SLAB Y n • 4' MINIMUM EMBEDMENT INTO g I "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° • b - ) "• CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° y ` ' •� POURED MONOLITHICALLY WITH • - FOUNDATION AND SLAB SEE SCHEDULE BEE SCHEDULE FOR WAD, BAR SIZE _l�'�.a.' i� FOR MD, BAR SIZE AND BAR QUANTITY ./ AND BAR QUANTITY 1 t 1 �{ jN «ll FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (DLINT�ERIOR ALE3/4"=T-U' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y BTJHDM ac LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODEL: 3EEB "2260-ELSTON" GARAGE BVI MG: LEFT PAGE: DETAILS 60 MPH EXP. STEEL RENFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND - SPACING REQUIREMENTS 6 8" CMU WALL _ PAVERS _ fi0'-0"�, #4 REBAR(TYP.) 8'CMU WALL TOP OF SLAB TOPS' SEE SLAB SCHEDULE " 12" RADIUS OR CHAMFER SEE SLAB SCHEDULE SEADW+ TOPOF SLABSESCHEDULE FOR WkD, BAR SIZEAND BARQUANTITYSEE SCHEDULE EQ, EQ. FOR WHO, BAR SIZE SEE SCHEDULE FOR WAR, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 AT ALL PAVER AREAS SCALE: 1/2"=1'-0' SCALE: 12 =1'-0" SCALE: LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT VA - LAP TO OCCUR OVER STUD OF WALL W! PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SVP No 2 STUDS SEE SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ S PROVIDE DBL. TOP PLATE 1/2"x9' WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH $ EPDXY 5-1/2" EMBED. MIN. 0 16" " SIMPSON SPH4 OR SPH6 OC MAX. b i W CMU WALL BTM AND TOP PLATE ANCHORS W/ 10d x 1 117 1-0 00MMON NAILS FILL ALL/' TOP OF SLAB - c TOP OF SLAB HOLES, DO NOT USE 10tl x 3" SEE SLAB SCHEDULE EXT. PORCH SLAB : 9. a SEE SLAB SCHEDULE 4"CHAMFER (1-STORY) BAR SIZE 48 BAR DIA. 0 18" TOP OF SLAB a. W/ tY2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE ' • 84 24" as APPLICABLE) x MATCH STEEL q5 30' • 6"PVC CHASE 2 REINFORCEMENT N 3G 36, THRU FOOTING PER SCHEDULE p7 6" PVC CHASE THRU FOOTING SEE SCHEDULE FOR WAD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR MD' BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 1441 N. RONALD REAGAN Ell LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 �j O Q tT Jul � CA W x 00 NJ Ipla U13DIV. ae xctil BBOTT PARK LOT# 16 BLK. 11 OJECT* 04181.000-16111 MODEIA 3EEB "2260- ELSTON" GARAGE NVIMG: LEFT PAGE: DETAILS 60 MA E I'pmqT 05/25/21 DATE: BCALE: 1/4"=1'— 0" SHEET S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 y � aUDD:v as LOT ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODEL.• 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 60 H W. DA E: 05/25/21 8CALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HOR'- _AL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. /' d -— TO HORIZONTAL REBARW/10"HOOK y � a°A d _d GROUTED BOND BEAM VARIES PER ELEV. IF #5 BARS a I W HOOK I- 6 _4 4.-71 a S • < CLEAN OUT REQUIRED _° —�- _a I'�' S a: FOR INSPECTION77 •• m y Fi d a� 0'-o FIN. FLR. i A : TIE ERTICAL REBAR 4.° n TO HORIZONTALED REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA � �.�• �e 33 z #3 24 UNIT DIMENSIONS CARE OFFSET METHOD HORIZONTALNERTICAL CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24' #5 3a' bi #5 3Cr' #6 36 47 47, HORIZONTAL/VERTICAL b ARE NOMINAL SIZES � , MASONRY SYMBOLS * 3 SCALE: 3/4'=T-01' 1 REINFORCING %,� REINFORCING #7 42" SCALE: NEW REINF. BAR SECUREDW/2-PART a EPDXY. MIN. EMBED UNO FOLLOW ALL MANF. o I SPECIFICATIONS FOR USE AND z PREPARATION OF HOLE. a. —;P d STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774G078 FAX: 407-774.4078 www.abdeslgngroup.com � AA #: 0003326 4 SVHDIV. dt LflT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000— 6111 MODELa 3EEB "2260—ELSTON" GARAGE 8Tr1NQ: LEFT PAGE: DETAILS IQI60 MPH EXP. FPMATIM NT 05/25/21 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, 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. HEADER SCHEDULE MARK SIZE A DESOMPTION 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 (ps1) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 18x18 (1)1S (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)p5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1 /4" - V-0" 16.1T/OWOB M. @ 6'-8" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeWgngroup.com L AA M: 0003325 94? ro O 1lIt7HD:v ae LOT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODELa 3EEB "2260—ELSTON" GARAGE S IIMG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH DATE: 05/25/21 SCALX: 1/4"=1'—O" 8HEET 64 s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30^ TYPICAL #5 BAR IN BOND BEAM CORNER OF BOND BEAM 314"=l'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYRnal 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1a'� 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL # 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 gt TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6' 06' b 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 UFOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THEOF TOP REINFORCI n ll 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / /y'r Bx16 DBL BOND TOP OF 3 f1lBEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF BOND BEAM • a\ F FILLED W/GROUT W/ (1) #5 BARIND I <�O U = UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT ��//// /—BEAM COURSE SEE NOTE 5 �g� �(k� �16-1 T/ 1 1 V I! LINTEL W/() #5 8AMCR Qp NOMINAL LENGTH OF BAR = WIMASONRY HEIGHT BOF#BEAMP OPENING-z BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR `�REINFORCING THAT XFXX-1T/1 MIDBINDICATES A DOUSLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE:34 1'lY' AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T P LINTEL OF OPENING AND XUXX - lTMMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)13M6 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 16.O.C. MAX. MIN 1-1l4" EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST '0 1N" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' 'a SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-114' n R� EMBEDMENT 2x8 (MIN 2X3)23/16 OR D PIN N OPEN FACE SHELL SO SHPANKK S ZE.1CON 51 MIN HEADVE AS TO ALLOW BENT SZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4.. 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16'088 UPPER AND LOWER #6 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END V'mUwALL BONDBEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 5 scALE 34"=1'-0 3 SCALE: 314"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I ISINGLE — #5 CORNER 3Ox3O TURNED Up RTURNED STEEL REINF. OF ORDOWN INTO FILLED CELL BOND. SEAM �j 8x8 CMU/ PIER W/ SINGING OR DOUBLE REINF. SARIS), PROVIDEBAR SIDE AT EACH SIDE 1f I SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE t' ' LINTEL CHANGE IN //IfYly OF BOND BEAM (DEELLEVATION SCALE: 3/4"=77 SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 40747"078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 sunDiv. ac L02' ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEIs 3EEB "2260—ELSTON" GARAGE EWING; LEFT PAGE: DETAILS 60 MPH E "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818OB 181T/0 1T 7rrOB 1TIOB 1T/08 TYPE LENGTH M PLAIN 818 SOLID TYPE LENGTH 8r81T 8116-1T 8I20.1T 8124-IT &01T 8/324T ere 1B 18 ttn tTn ttn 1T/1B 1T/16 &S-2T 8ne41' &20•2T &24-zT $a$-zr $M-2T 3'46" PRECAST 1438 952 3114 4217 5321 6425 7531 3'4" PRECAST 689 1024 V-6" PRECAST 1569 3524 4394 5283 0132 7001 z46s 6113 esss nos eo31 l0000 15ee 3524 4394 5283 6132 7001 4'-0" PRECAST 1065 700 2306 3125 3945 47s6 5 4'-0" PRECAST 514 763 4'-0" PRECAST 13M 306D 3816 4570 5325 6079 1961 8113 7102 6524 7627 8751 1353 3060 3816 45M 5325 6079 4'4" PRECAST 819 533 1770 24M W33 30M 4300 4'-6" PRECAST 398 591 4'0 PRECAST 1207 2582 3376 4043 altl 6379 18z 5743 7547 0752 MAI 7565 1207 2707 3376 4043 4711 5379 V-4- PRECAST 931 1247 1999 2660 3123 36M 4249 V-4- PRECAST 411 411 W-C PRECAST 1010 1806 2374 2944 3613 4084 1319 4460 7196 7342 5780 6269 1016 2276 28M 3399 3961 4084 5'-10" PRECAST 817 1024 1031 2090 250 3000 3470 5'-10" PRECAST 340 339 5'-10' PRECAST we 1499 1971 2443 2915 3387 11e1 3893 59" 6036 e548 5776 929 2080 2593 3107 362D 4133 6' 6" PRECAST 692 1139 =7 3031 3707 4383 5081 8' 8" PRECAST 41D 721 6'-6" PRECAST 835 1201 ism low 2332 2708 1139 3227 459E 7064 10000 gg26 835 1868 2320 2790 3251 3712 T 6" PRECAST 570 938 2498 2205 28M 3191 3685 T 8" PRECAST 303 534 T 8" PRECAST 716 900 1181 1482 1743 2025 ON 2498 3M 4884 7oe7 6472 727 1624 2025 2426 2827 =8 9'-4' PRECAST 428 an t5s3 2204 2481 2818 ml 9,4. PRECAST 192 364 9'-4" PRECAST 454 586 787 90 1129 1310 639 1674 2298 3081 4099 4899 672 1318 1643 1m 2184 2519 10' 6' PRECAST 388 487 1247 1767 19D4 2163 2028 10'$" PRECAST 151 301 10' 6' PRECAST 356 468 612 755 899 1042 550 t407 1807 2781 3222 9784 5D4 118D 1472 1763 1710 1989 1 V-4" PRECAST 330 5" 1312 1742 2252 2868 9830 11' 4" PRECAST 132 417 11' 4" PRECAST 430 406 630 am 777 872 544 1312 1742 2252 2w8 3662 468 1042 1372 1813 1470 1710 12-0" PRECAST 308 607 1210 1s88 2048 2568 3191 1T 0' PRECAST 111 370 12-0" PRECAST 383 366 476 587 ego 783 507 1210 1886 2048 2588 3171 440 940 1300 1680 1314 1478 'I T41 PRECAST 270 433 1045 1365 1732 2157 2535 13'•4' PRECAST 82 298 13'-4" PRECAST 308 303 393 484 576 646 414 1045 1365 1732 2316 2505 398 780 1057 1312 1071 1203 14'-0" PRECAST 254 3W NO 1272 ION19M 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 350 443 526 we 390 978 1272 1806 1950 2389 378 717 901 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-W PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 5W 62e 745 885 4j8 1070 1429 1824 2277 2712 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 464 674 684 799 412 1014 1340 1703 2118 2513 we 1134 1363 7572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T�" PRESTRESSED N.R. 183 1T-4" PRESTRESSED V112288 365 451 587 880 900 ltzt ta13 n� 2047 720 sot 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1w4. PRESTRESSED N.R. 148 19'-4" PRESTRESSED 348 430 613 Safi 235 736 959 1200 1497 1716 e23 803 050 1098 21' 4" PRESTRESSED N.R. NR NR NR NR NR NR 21' 4" PRESTRESSED N.R. 125 21' 4" PRESTRESSED 142 219 308 381 454 527 180 Bps 833 1038 lies 1468 142 373 537 690 818 943 22-0. PRESTRESSED N.R. NR NR NR NR NR NR 2,-0. PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 155 560 784 992 1203 1381 137 368 513 859 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 246 302 380 418 129 450 054 824 10% 1147 124 310 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com AA #: 0003325 °�^ 0 d pill sUBDXV. & LOT ABBOTT PARK LOT# 16 BLK. 11 3P1iOJECT/11 04181.000-16111 MODE14 3EEB "2260—ELSTON" GARAGE sWMG: LEFT PAGE: SAFE LOAD TABLES 60 H W. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,WO 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 SIZE 6 BASE PLATE Oft REMARK DESCRIPTION REINFORCEMENT 4A (3112761/2") HTT4 W/ 518" DIA. x 5" EXP. SYP. PT, WOOD POST BOLT r---------1 FIRE "Rtl�.SID�� 3/4" SUB FLOOR �" 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFT STOP 'I PRE-ENG. FLR. JOISTS 1 1f l I rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS --Mrl u n u u u u n II II II II II II II II II II II II II II II II it II II II II II II IIFJ111 II II II Ff -Ez -N, II II II ill IU a 11 Ili 11 11 II 11 11 II II II I -Hl II II II III III 11 11 11 11 11 11 11 II II II II II II II II II II II II II 2X4 WOOD BEARING 11 WALL W/SYP NO. 2 11 11 II STUDSTOP OF WOOD II II 11 WALL EL. 8'-8". 11 11 u u u u n -n a rr u u n n II II II II II II II II II II II II II II u u u u n u 11 n u u u u 11 II II II it II II II II II II II II If I 1 11 II II II II II II_ II II II II II II II II II IIFJ311II II II II IIF „II II II II II II II II II II II II II II II II II II II II II IISECURE 12XI2H II II TO 2X8 HDR MTS-20 W/(14) 0.148"x 2 l/2" II NAILS STUDS PROVIDE DRAFTSTOPPING, SEC 12 H ALONG THIS TRUSS AS TO = _ = TO L 2 LIMIT AREA TO 1000 S.F. W/(1 PER FBCR 502.12 NAILS STUDS = WD --- SIMPSON LGUM46-SDS W/ (4) 3/8" X 4" TITEN HD ANCHORS TO CMU 8 (4) 1/4" X 2 1/2" SDS SCREWS TO BEAM PRE FABRICATED IJOIST 9B tOB 3 y`ir @24_O.C_MAX --------- - SIMPSON HETA 16 W/ (2) 1/2" MOD PANELS FJ4 FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST JO 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 V loll Lr of R Susmv. ae LOT ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODEIr 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN 60 H W. PRINT 05/25/21 DATE: SCALE: 1/4"=1'-0" SHEET s3 A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3�' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) l6d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP 02 7' x V, 6", 8" x 4'.0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1b 1c TYPICAL TRUSS/ Se GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I JOIST 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a0cm u CX BTM. PLATE TO BE PT. gByEg TfNGQNm PROVIDE DBL. TOP PLATE 4500 3/4" WOOD PANELS PROVIDE BLOCKING 6000 (2) 1/7' WOOD PANELS 1/7' GYP. WL. BD. 80 (2) 12" WOOD PANELS 90 2x LUMBER SEE SHEET to FOR NAIL SIZE AND PATTERN e^ 1-JOIST CONNECTION @ L.B.W. 4 SCALE:3/4"=T-a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY PLATE DEPTH 1l4'D —HOLE EDGE >5Z' —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >5/8" HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS °v SCALE: 1 1/7'=1'-0' ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFM/ALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", 8" x 4'-0" MAY BE ADDED Wl 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS }'x 2 }" TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) k' x 5" TITEN HD TO CMU AND (18) SOS }'x lx2, 2x WOOD FASCIAAMASONRYB.OND TO GIRDER SEE ARCHITECTURAL3" SIMPSON FGTR GIRDER TIEDOWNS WITH 2X SECURED W/ (3)1.C{2) �' x 5'TITEN HO TO CMU AND (18) SOS *'x W GALV. COMMON NAILS(2) lx2 SECURED Wl 10d SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' 0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S 2b 2c TYPICAL ROOF L -, GIRDER CONNECTOR(S) LSTA12 20 GAUGE WI 10dx1/2 HOG COMMON NAILS. EACH END TOTAL OF 10 BERB SAdmT 9L00K TKOOEBB 4500 314" WOOD PANELS 6000 (2)12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER BACKER BLOCK HTT4 W/ 6/8" A.B. WITH MIN. "EMBEDMENT TO SLAB & (18)18d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVUWOOD POST CONNECTIONS A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS WI (2) 3/4- WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B-SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)1Od GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25MO G < 4140 LBS, U < 1610 LBS W/ 18) 3/41° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LB6 W/ (8) 34` WEDGE-BOLT/J-BOLT, 5' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=T-0' o-o" MAX (WH X4) OR W-V MAX (W2X4) MAX.uOR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1l4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI1010d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0' lx4 DIAGONAL BTM.CHORO BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER ENO TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING V SCALE.3/4"=1W' PERPENDICULAR TO I -JOIST (2)2X12 TRU S RG. O T 24'•MAXW 24 MAX, W/ 6-MAx. END SYP. P.T. IJOIST IJOIST SPACING FRONT SEE FRAMING PLAN NF NP LEDGER END OF • o LEDGER E 70? rc W 4 • BOARD 4 >� (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER & 5 1/2' LEDGER WITH I -JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 24" MAX. W/ 24" MAX. WI 8" MAX. END SYP. P.T. O H A G (JOIST (JOIST BPAOING FRONT SEE FRAMING PLAN TYP TYP LEDGER W END OF LEDGER e o BOARD a � y 2X8 SYP P.T. 1/4"X6" TAPCONs.;; LEDGER BOARD TO Wl 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT, 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. & ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. S. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE I BOLT SIZE MSN. ENDd6TANCE CENTRAL SPACING A DOUBLE SYP 2x8 1 11,V 1 8" 24" O/C MAX. B DOUBLE SYP 2.12 1 (2) W-V 1 1. 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x S' TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLTN-BOLTRITEN BOLTS W/ 5-1/7' MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS WOOD LEDGER DETAIL (I -JOIST) 1 V SCALE: (2) 2X4 N0.2 SYP DIAG. — BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'.0" TO 30'4" (1) "X" BRACE 31),_V TO 60'-0 (3) "X" BRACE (1) :')"BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (ASPER—� TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. ZA BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE Wl 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=T-T THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.7741SO78 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003325 b O O (p ti SURD:V. ac LAT: ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 U0101m i 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: DETAILS (I -JOIST) 60 MPH SIMPSON H6 Wl y8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING i = SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/7'HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3 4"=1'-0' #8 WOOD SCREWS x 7' LONG 3" O.C.; STAGGERED AS SHOWN OBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A 8"CMU WALL REINF. PER PLAN �' X 6' TAPCONS e i, PER LEVATION " o WOIST (SEE ¢ o ? FRAMING PLAN) PER ELEVATION Zx4 P.T. CEILING 2P MAX. NAILER W/ MASONRY NAILS 3 y 0 12" O.C. 1X2 FIRE STOP SECTION DETAIL AT I -JOIST PARALLEL q TO EXTERIOR WALL SCALE: 3/4"=1' 0 i #8 WOOD SCREWS x 7' LONG 3" O.C.; STAGGERED OFF CENTERLINE 8"CMU WALL AS SHOWN REINF. PER PLAN PER ELEVATION A. o'� XST (SEE ¢ z FRAMING PLAN) PER ELEVATION (2) 2x4 P.T. W/ MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE a 17, O.C. BOLT SCHEDULE, 10/53.tA. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR AA TO BEARING ON EXTERIOR WALL �`1 SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O WOOD SEE SCHED. BELOWW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TD TRUSS VP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TR1188 TO TOp p(,A7E 5,W GYPSUM BOARD OR 1/7' HIGH W/ 1/2•' DIA. ANCHOR BOLT W/ 7' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS WI (14)10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB, SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U, 1420 LBS W/ (14) 1 Od BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA STRAP 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE :0. PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/7' GYP. WL BD. 0• AND TOP PLATE ANCHORS W/ 10d 1 lrZ. COMMON NAILS SECURE BT. PLATE TO SLAB W/ �� CONT. 2x4 SECURED W/ (2)10tl's EACH x FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 7' 10d 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. x EPDXY 5-117EMBED. MIN. ®16' 1 Oa 10b 1 0("i OC MAX. SCALE 3/4"=1'-fY' GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL °` TRU88TO P08T CONNECTION 8 SCALE: 3 4'"=1'-0 . °• A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. # B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGTlHDU4 U <4565 LBS VGT TO TRUSS W/ (16) k3 1/4'"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)114" X 2112 SDS TO POST 1TRUSS CONNECTION @ L.B.W. 9 9b POST TOSLASCONNECTION SCALE: 3/4"=T-0" A8B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/7' NAILS TO POST. 1441 N. RONALD REAGAN 81. LONGWOOD, FL32760 Fit: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 aunDIv. Ag LO ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 HODELs 3EEB "2260—ELSTON" GARAGE MWING: LEFT PAGE: DETAILS (I —JOIST) 60 JQPH E PRINT 05/25/21 DATE: BCALM 1/4"=1'-0" SIdEET S3.1B 21'.8" 27'-8" 4 S2.1 g'-q 3/4" * V ' TOPS OF DECK r— ----------��-i i -, OPEN_-- i L=-------------=J 2'-8" 5'.4" 28'-8" SECOND FLOOR DECK PLAN SCALE: 1/4". V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774fi078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 g h C S d h 9V8DIV. de LOT ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODELS 3EEB "2260-ELSTON" GARAGE SNING: LEFT PAGE: SECOND FLOOR DECK PLAN 60 MPH PRINT DATE: 05/25/21 82MET S4 6� LAPTOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. AND QUANTITY PROVIDE 1x LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD z FILLER(S). NAIL ALL TOGETHER u W/ 1Sd COMMON NAILS, 2-ROWS, 6" O.C. SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE 3/4" DIA. x S" MIN. EXPANSION BOLT W/ 30 OVERSIZED WINDOW WASHERS PLACED 16' O.C. 4" MIN. CONC. EMBEDMENT SECTION A -A SILL AHEADER MO I I • SHORT 2x STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING � �j AND ANY PLYWOOD SEAMS 3 W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END 6 SIZE AND QUANITY PROVIDE Ix WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' SIMPSON H1 DA W/ 10d x 1 12" bEdO.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPH8 TOP & BOTTOM 6d" MIN. TOP PLATE SPLICE STUD PLATE TIES t x 1 AND NAIL W/ 16tl COMMON 1/2" GALV. COMMONN NAILS NAILS, 2-ROWS, C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE- S" LONG NAILS to BTM. MEMBER OF TOP —J LG I PLATE SPLICE MUST LSTA18 W/ lod)a. GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO J� TYP. ONLY FL#17244 JACK STUDS U_EECHED STUDS RER CHED FULL HT UDS 11 4" /O 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 32"O/C6" MIN CONC.EMBED. TYP. 16" MAX. DBL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — 2.6 BLOCKING FOR SHUTTER O.0 N INSTALLATION. PROVIDE 112' R PLYWOOD FILLER(S), NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.G — — (1) 2.6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 11'Z' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.0 V/ SINGLE BTM. PT PLATE LAP TOP PLATES AT CORNER, 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END 16' MAX. (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE I NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2x8 (2)2x10 (3)2x10 (2)2xl2 (3)2xl2 81(A BPACWp018'O.I STUD SPACNe2!'0.0. 0 - 2 R a 0 Z rn Y < 2 2x4 2 2x4 2 2x4 () 2x4 (3) 2(4 SPAN KINGS SPAN KINGS 2x6 () 2) 2x6 () 2x6 (2) 2x6 (2) 2x6 (2) 6 (3)2.6 3 - 4 R 0-2ft 3-4ft 1 2 0-2ft 3-4ft 1 2 2(4 2x4 2 2x4 2 2x4 2 2x4 ( ) 2x4 () 2x4 2x8 (2)2x6 (2)2x6 ()S (2)2z6 (2 5-611 2(4 2x4 20 (2)2.4 2 2x4 2 2x4 2 2x4 (2)2.4 5-6ft 3 5-6ft 2 2x (2) 2x6 (2) 24 ) 216 7- 8 ft 3 7- 8 ft 3 2x4 2x4 2(4 2x4 2 2x4 2 2(4 2 2)c4 2 2x4 7-8tt 9-loft 5 9-loft 3 12) 9 - tO fl 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 Z14 10 -12 It5 1 10 - 12 ft 1 4 2x6 2x6 2x6 2x6 10 -12 It214 2x4 2x4 2x4 2(4 2 2x4 2 2x4 2 -4 2x TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL I SCALE: 3/4"=1'-0" PROVIDE (3) STUDS 0 NAIL STUDS -NAIL STUDS — CORNERS LAP TOP TOGETHER W/ TOGETHER W/ PLATE MEMBERS 12d 0 17O.C. 12d ® 17' O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 PLYWOOD SHEATHING, "ROOFM/ALUFLOOR SHEATHING CORNERS LAP TOP SEE "ROOF/WALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D 16' MAX. PROVIDE (3) STUDS 0 CORNERS LAP TOP PLATE MEMBERS 16'MAX. C 1 PROVIDE (3) STUDS 0 EXTERIORMASONRY / WOOD CORNERS LAP TOP PLATE MEMBERS PLACE 300 ROOF FELT BEHIND VERT. STUDS $O AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 17 O.C. 1/2" DIA SIMPSON TITEN BOLTS 5" MINIMUM 12" DIA. SIMPSON TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT ToGROUTED F] "ROOF/WALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' OIC, VERTICALLY MAX 16, O/C, VERTICALLY MAX CO li0 NAIL STUDS TOGETHER W/ 12d 0 12"0.C. SHEATHING ON INTERIOR OR A B EXTERIOR OF WOOD WALL (1) b TO BLOCK ON 2x4 WALL J L PLACE 300 ROOF FELT (1) (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS $O AS (2) 2x TO BLOCK ON 26 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) JUN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 m n O �rr will, all aIUBDIV. de L40T: ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEL• 3EEB "2260-ELSTON" GARAGE aIIING: LEFT PAGE: DETAILS 60 MPH EXP. R'NT 05/25/21 DATE: aCALM: 1/4"=1'-0" SHEET S4.1A 1441 N. RONALD REAGAN BL L0NGW00D, FL32750 PH: 407.774-6078 FAX: 407.7744078 www.abdesigngmu p.com L AA 8: 0003325 � b 04 >lVBDIV. Ae L'OT. ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODELA 3EEB "2260-ELSTON" GARAGE 8VnNG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH M. SECOND FLOOR DOWEL PLAN SCALE: 1/4" - V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 1Od x 1 1/2" HDG NAILS, V400D 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 AFC-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. 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 (psi) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SBI MASONRY 3000 8x16 — (1)#5 (1)#5 NIA — GROUTED SOLID B82 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-IT/OM/OB UNO PROVIDE B82 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. I T-4" LINO I I I I I I ♦ I Y 1 1 1 1 1 1 1 1 1 1 1 1 i ♦ ♦, 1 1 ,` `♦ i I 1 `% ♦ 1 4 I 1 ♦ 8 ♦♦ 1 1 `♦ , 8F8-1T/0M/0B% 1 I 1 1 I A ♦ ♦ 1"r----Y---y I ; ♦♦ 1 , ♦ 1 I -I ♦- 1 1 1 1 1 4 1 1 1 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 1X' = 1'4' JUN 1441 N.RONALD REAGAN BLVD LONGWOOD, FL 327E0 PH: 407.7748078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003326 j 1 sit � a .y mm OVODIV. Ale 70711 ABBOTT PARK LOT# 16 BLK. 11 PROJECT# 04181.000-16111 MODEL• 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 60 H DAM 05/25/21 OCALE: 1/4"=1'-0" SHEET S5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFP LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-0B 78-1T 1TNB 1TNB ITN -1TNB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818-7T &18.1T 8/20.1T 8124-1T 8/28.7T 8132-1T Wte 16•1n1 ttn 1n1 1rn •tril eie-zr eft5-zr a20•2r en+-zr &2e2r e132_2r 3'-0" PRECAST 1436 952 3114 4217 5321 8428 7531 3'-0" PRECAST 689 1024 3'-8" PRECAST 1689 3524 4394 5283 8132 7001 2485 8113 8986 7708 9031 10000 15N 3524 4994 6283 8132 7001 4'-0" PRECAST 1085 7w 2305 9125 seas 47s5 55e7 4'-0" PRECAST 514 763 4'-0" PRECAST 1383 3m 3915 4570 6325 8079 1881 8113 71e2 8524 7627 8751 1383 3080 3816 4570 5325 8079 4'4B" PRECAST 819 533 1770 2400 3033 3888 4300 4'-8" PRECAST 398 591 4'4B" PRECAST t207 2581 3375 4043 4711 5379 1826 5743 7547 8762 8541 7586 1207 2707 3376 4043 4711 5379 5'•4" PRECAST 931 1247 1999 2580 3128 9888 4249 5'-4' PRECAST 411 411 5-4" PRECAST 1018 low2374 2644 3613 4084 1319 4480 7198 7342 5780 else 1018 2278 2838 33ee 3681 aosa 5'-10" PRECAST 817 1024 1831 20e0 264e 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST e09 1498 1971 2/43 2815 9387 1151 3ee3 sen os5 e e54e 577e 920 20e0 2593 3107 3e20 4133 6'$" PRECAST m 1139 3227 9031 3707 4383 5081 8'$° PRECAST 410 721 8'-8" PRECAST on1201 1578 1955 2332 270e 1139 3227 46e8 7064 t0000 8826 835 1888 2329 2790 326t 3712 T-8° PRECAST 570 998 2498 2205 2898 3191 3885 T$' PRECAST 303 534 T-0" PRECAST 718 900 1181 1482 1743 2025 � 249e 9408 4884 7087 8472 727 1824 2025 2428 2827 3228 9'-4" PRECAST 428 839 1593 2�4 2481 2818 2821 9'�t" PRECAST 192 384 9'-4' PRECAST 464 688 787 948 1129 1310 � 1874 22e8 coal 409e 48e9 572 1318 1843 t989 2184 251e 10'-8' PRECAST 388 487 1247 1787 1804 2183 2o28 10'-0' PRECAST 151 301 10'-8' PRECAST 358 488 612 755 899 1042 660 1407 18e7 2781 3222 37e4 503 1180 1472 17e3 nto 1989 PRECAST 330 saa tstz naz zzsz zees Aso 11'-4" PRECAST 132 417 11'$ PRECAST aso aos 530 ON on11'•4" 644 1312 7252 2888 3662 488 1042 1372 1843 1470 1710 12'-0' PRECAST 08 507 1210 20/8 2588 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 � 478 587 89B 783 807 1210 2048 2586 9171 440 940 1300 1BB0 1314 1476 13'-4" PRECAST [270 499 t046 P1365 t792 2157 253613'-4" PRECAST 82 298 13'-4" PRECAST��'?6�414 t046 1732 2318 2805 398 780 1057 1312 1071 1203 14'-0" PRECAST 54 � e78 teoettre9 227914'-0" PRECAST 71 293 14'-0" PRECAST�z7e �au ��390 978 1808 7�0 23N 378 717 981 1192 975 1133 14'-8' PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 508 828 748 885 ass 1079 1429 1824 2277 2712 248 ees m 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'A' PRESTRESSED N.R. 252 15'W PRESTRESSED 224 387 484 574 884 799 472 1074 1940 1703 2118 2513 230 816 908 1134 1359 1572 PRESTRESSED N.R. NR NR NR NR NR NR 1T�" PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 328 385 451 587 ON1T-4" � amttzt 1413 1739 2047 tee soy 720 sot 1195 1312 1914, PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 182 286 348 430 613 595 235 738 969 1200 1487 1718 429 623 803 950 1088 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 21e soy 381 454 627 180 588 893 1038 It88 1488 373 537 890 818 843 �'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0' PRESTRESSED N.R. 116 �'-0" PRESTRESSED $124 228 290 359 428 497 186 550 784 992 1203 1381 368 513 859 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 174 246 302 380 418 129 450 e54 824 1o1a tt47 919 455 581 587 793 -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 1441 N. RONALD RFAGAN BL LONGWOOD, F132760 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 fie LJ o� 5 Aa IAT: ABBOTT PARK LOT# 16 BLK. 11 PROJI.CT/f 04181.000-16111 ItODELe 3EEB "2260—ELSTON" cwtLtwaE awtrtts: LEFT Aj E SAFE LOAD TABLES 60 H FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. 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 P6S36, .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. 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. 'S✓� c3 c� c3 t3 c3 c� ,�,� 1C,11A A5G 7 u i L I EJ71 II I N j p u CJ1 3 = n n na u n n u n n n CJ3 5 it p = CJ5 1A 1 .1 ka A4 =a aw�a� w®�a� v O ZOR 00� r-(7 1� 11 p�ti u_ m0 a.®:e�ae a:kaa® wm:�a N a Z O N s = aC✓s aa� a O v � o =mow .,A. _ I zcT3�r OO ATTIC 1 z 18 ABG C iB m U. 1 L 1 O�O w O q L u s �� CJ5 z� 0 00 w m` CJ3 to CJ1 to B22 ' a a asa s�ww�.1a <B,vw.p_. 1A B4G FIELD FRAME .1 �g y�A CJ5 = u It u It CJ5 NON N ,A r pIt u Itunl -1�u1I� a CJ3 OJI n x CJ1 `t'� � c3 c3 c3 c3 i� y✓� ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003326 J F IC � Kw y WIN 0. a iLi I SVHDIv. all LOT" ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEU 3EEB "2260—ELSTON" GARAGE BMri1VG: LEFT PAGE: ROOF FRAMING PLAN 60 MPH E 1 D"Nzww 05/25/21 SCALE: 1/4"= V-0" =BEET s6 • ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PSF (7120) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (60.70) ZONE 3e = 82.90 PSF (92,90) ZONE 2. ® 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100,80) ZONE 2r = 82.90 PSF (92.90) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" 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 @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR SHANK ASTM 10d RING SHANK, 2 12" 0,131 F1667 CREW SHANK 170 000 RING 16-20 RINGS pER RSRS-03 8d RING SHANK, 2 3/8' 0.113 SCREW SHANK INCH) RSRS-01 8d RINGSHANK, PNEUMATIC 23/8" 0.113 F1867 SCREW -NAILS RSRS-Ot EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2c 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Btl RING SHANK GUN NAZIS®4"OC. TSI 4 EDGES 0 �A 8 RAFTER OR TRUSS onnF cuF4rwur. �. ■��11 11 I I 11 I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C, IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING \ (-#8 Z' DECK SCREWS N 6"-&'O.C. MAX EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331031A MAXIMUM AGGREGATE SIZE SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWI4 ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7/h EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUABSON-GROUN) WHERE ROCATED ON CRIPPLERS, HILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TAPS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 OUCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISONUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK 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 -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED WHERE DIFFERENT DETAIL 19 O EXCEPTERE A DI ERE DE A SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST NC WI DOT SHALL BE HOT DIPPED GALV. OR STRUCTURAL USES AVOID BLMN TREATED R T F G EA ED LUMBER THAT EDI710N,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN X' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7tth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, 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 02, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 pef TOP CHORD -non-concurrent 10 Flrf BTM CHORD +mnconcurrent DEADLOAD DEAD LOAD 15 W TOP CHORD (7 psiwl ASPHALT SHINGLES) 10 pe18TM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf 20 psf TOP CHORD (TO psf w/ No GYPCRETE) 5 pO BTM CHORD BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 pef WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT064/A10B4M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED W TH 2" CHAIRS SPACED T-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A81SA616M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE E W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPEGFICATIONS- CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 A BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 4M BAR - 36" #5 BAR - 3W #7 BAR - 4Z' PROVIDE 36" X 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALPLATE-CONNECTOO WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opef, UNINHABITABLE ATTIC WITH UNITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 60psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR 8HALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION �y MASONRY. PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS, ETC. E E ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. NAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITPERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8 WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5 ,4- PRIOR TO THE ADDITION OF PLASTICIZER FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M F = 36 W FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM Y A500/A500M GRADE B F =461®I. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 351mi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM 0941094M OR MEASURING, MIXING, 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 MNUTES, THE CONCRETE SHALL 140T BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-iR-FOR A6 AND SMALLER Y FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1/7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIJCATION BILE TYPE SPACING REAVVMfi APPLICATION SIZE TYPE SPACING REMPRKS 1Y2 PT FURRING TO MASONRYIGJNC CASE HARDENED CGL N4Lt I-- S. GMAGE DOGE SIKK TO MASUNRYIWNC. 1If'CVa NO WASHER TAPCON MASONRY FASTENER -I ? EMBED.. I ENDg9T., I-EDGE-T. 80D, qL. E%T. DOORS G6E INROENEO WIL B"OlC WNWWIWGEI F.43TENED GPAAGE DOOR BULK qA OR E%PA_GJBOLT 18'GL ryS qA) C EMBED,-NDD13T., I. PT, SEE NOT. NVL 11/I'LONG. STAGGERED INTO MheONRYA:OI C. TO MA90NRY/WNC. WtW' M„OIC(""N.) 3'EDGEq T. WNWYleI1CK cA:tuROENEocgL rok WNDOWIWORIFASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING 1r PT, SEE NOTES NULI la'LONG. srA00-D wT0MA80N1-. MAWNRVINNL. REQUIREMENTS EM.SWWG DOOR BUG1 RS Pi, BEE NOTES (3)3'1S"OIA. NO WASHFA 'TAPCON' PASTIER f80.1L 1t2°EMBED, B"END. pST.,11Yt EDGE q3T. NON-BEO.PoNG WOOD WALL TO WIC.9U0 1a'° EXPMWON <"EMBEp. <"END W/WA9HEN BOLT eT, 3"EWEgST PT WINDOW BUCK 0.138°PAFrG 1G" B"GC I„END. DI6T5I T TO STEEL COl.. 3Ef wl WASHER 9TAWEfBD p T. TA 1, STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NON OR THE SPACING DETAILED ABOVE 8, W NDOWMEMBERAND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR W TH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x S ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www,abdes(gngroup.00m AA #: 0003325 _ J � pa (A g a N W i O .Z iSVHDIV. S. LOT ABBOTT PARK LOT# 16 BLK. 11 PR.oJECT* 04181.000-16111 MODEL4 3EEB 112260-ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH ENP. DAA E 05/25/21 SCALE: 1 /4"=1'-0" SN1 w © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® F, MAX. DETAIL A FASCIA O7 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @ — 12" O.C. MAX (INTO O 7OWOOD) IN J-CHANNEL SLOT �.. 2X2 WOOD BATTEN @ STAPLESINSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. NEL03 J" MAX c4 Ic— DETAIL D (D STAPLES INSTALLED J—CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT�—1 3Q J-CHANNEL—/ J" e DETAIL E I / l IA klk.r. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L' r� SOFFITS �1 SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS—SECTION SINGLE SPAN W/J—CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' EAVE CROSS—SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR @ 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER EMB. WOOD BATTEN DETAIL B J—CHANNEL FASCIA 12 BATTEN STRIP ANCHO! 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS Q 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN @ O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) ,VE WIDTH DOF /ERHANG) CONCRETE; CMU OR WOOD (NOTEA) ® J-CHAN k DETAIL C J—CHANNEL .08 DETAIL A BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 0 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12 A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 j 0 BL7 GM Ae LOT ABBOTT PARK LOT# 16 BLK. 11 []PROJECT# 04181.000-16111 WODELa 3EEB "2260—ELSTON" GARAGE BVnNG: LEFT PAGE: SOFFIT DETAILS 60 M3W EXP. Z;7 m- a