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HomeMy WebLinkAbout38295 Sonnet Landing Ave99 2260-3EEB-ELSTON99 4� F�l i.��=*��� i✓F�t, }'Y^ r.F �:.-L✓11 �1 `-" (.l[...)L1E.. HOMES P�PN 12602 TELECrJM 0RIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -6'IDEIDA BMW CODE, ESSIDENTIAI,DATE A/C ABOVE LAV. LAVATORY DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 > TEL: (813) 740-9720 FAX: (813) 740-9715 7M EDITION l�) .,, MD ��� CODES :OCCUPANCY - RESIDENTIAL. GROUP R3 -CONSTRUCTION TYPE - VB - . DIfERIOR FINISH -CLASS a -BASIC WIND SPEED - VuR=160 MPH Vasd=124 MPH -EXPOSURE - C :EXPOSURE RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ADJ. B� CL OLD CAB CLR. CONC CPT. C.T. D. Do DIA. AIR CONDITIONING ADTNERNABLE ATE HAO RDD OE CENTERLINE CEILINGCABINET CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLEUAL DIAMETER LUM. � �. MTD. N S. D.C. PL P.H. PH. PLT. PLY P.T. LUMINOUS M� T TURER METAL THRESHOLD MOUNTED METTToscALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD IR OOD PRESSURE TREATED m1Am/I1 2-STORY CM CCNVERSICNESCftIPTION ARCHITECTURAL SHEET DESCRIPTION 0141/18 BID SET ISSUED PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—ELEVATION G' FRONT & REAR PG A4G—ELEVATION 'G' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN mMID amnFeeUPDATE 020� STONE ELEVATIONS ADDED 02/" CONSTRUCTION DOCIl1ENTS ISSUED mMIbAB FOOTING REVISION PER M. BOWES 08�8 INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. 5=5 01" CONSTRUCTION DOCUMENTS RE -ISSUED 040fe BOLLARD DETAIL REVISED DIM DLSP, DR DR D.S. DTL. D.W EA ELEV. EQ. EXIT EXT F.G1FX. F.Q. FIN. FLR FLUOR. TFTF GDR. GA. OAR DISP. G.F.I. OL. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXEDGLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH FOOTING GAUGE GARBAGE DISPOSAL OROUND-FAULT CIRCUIT INTERRUPTER GLASS R. RAD. RA.G. REF. RM R.O. Sc. S.D. S.H. SHT SHTFIG. SHWR SIM SL. SL.OL STD. SWS TEMP. � THK. T.O.C. T.O.P. T.O.S. TYR RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID COREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTIONTEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL PG Pl —PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS W6A DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 513A STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CAW. S 02/16M TAM 0-8ADDED TO FRAMING SHEET 02fAAS PLAN MAINTENANCE ISTFLRLK44 wl So. FT. 20 FLR LIVING I,353 SC FT. TotALuvING 2260 SGLFT. GARAGE 453 SQFT. ENTRY 64 SQ. FT. TOTAL 2,111 Sa.Fr. SXIV PATIO W ba FT. ISOM REVISED LINTEL SIZE • ENTRY 04426/1% UPDATED LEDGER BOLT SIZE 4 SPACING m6/21/IB ADDED LED LIGHTS • KITCHEN 4 BIS AT41110 PER MARL BUES C �3M LEDGER W/WIS AWED WD LAYOUT mvM0 REPLACE USP CONNECTORS UTH SNIP SON CONNECTORS m3/mvtm REVISED DETAIL ON SWEET 02 OPT, e'-m CLG W.T. 0/01410 REVISED STAIRCASE AND STAIR SECTION DETAIL m�!/21ii® PANTRY DOOR REVISED TO Z-b OPT. S -® CLG. HGT. ' 2�t® UPDATE STRUCTURAL SHEET # DESCRIPTION GYP H.B. BD. H.C. HHOT.ORITT INSUL. HGS ABOARD HOLLOW CORE HEIGHm HT ER INSULATION INTERIOR UN.O. V.P. wi WD. W/HW TU UNLESS ETID OTHERWISE VASHERROOF WI WOOD WINDOW WATER HEATER mi/Q/ii ADDED SOFFIT DETAILS PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG SLIB—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. WI. WROUGHT IRON PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTM DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1B—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S4—SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.1A—DETAILS CLARIFICATION. PG S4.2—SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFIa IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SNl—DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SDI —SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdeaigngroup.com AA M: 000332E O q U3V8DIV Ac LOT. ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MOD=. " 3EEB ' 2260- ELSTON GARAGE 121111IIJG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR TTH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANGES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. sm 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 HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE 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 5l 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 Y INCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF S- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/4' PVC (SCHEDULE 40), INSULATED NTH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. B. 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 FIiISHEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1Bb, AST" 106349a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdasigngroup.com L AA M: 0003325 s 0 La sUNDLV & LOT ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODELA 3EEB "2260-ELSTON" GARAGE 8TnNG: RIGHT PAGE: GENERAL NOTES 160 MPH EM. C 3 F-PRINTDA 05/25/21 BCALE: 1/4"=l'-O" aFIEET 11111 GN +w • i 9 r fn co � 0 s s m o!i!i!i!i!i!i!fi90 o'!i!i!ildo!i!i!i!ilo - - oii!i!i!i!i4 GMT ROOM o �I+ o � • ii i `o, I1 - - / ,•• 14ALF STAIR DATA WALL 5 RISERS 1.52' i �•, - o = PIST a �• �•, ollo o'Ill o cla 0 i- •- ,•, Io i• I - FIRST FLOOR PLAN SCALE: 1/4' . I'-0' SQ.FT. CAM'S IST FLR LIVING 901 80. FT. 2ND FLR LIVING 1353 SQ. FT, TOTAL LVING 2260 W. FT. GARAGE 453 SQ. FT. ENTRY 64 SQ. FT. TOTAL 2.111 SQ. F. "PATIO SO SQ. FT. E77'OSI/E POR 8 81f t�01D��18 0FB= SO1111E WE 1101f oopA IBANIIB AND TIFE FOOTAGE MIN. WINDOW to 5 31/-50 CRITERIA EXTERIOR SWING IB 5 36/-41 DR. MIN. CRITERIA B.G.D. MN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31/-35 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICIENT - 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 WAND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0OlM DATE OYgill NOTE: -2-0 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 14'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED-) 302.E 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 ea�T� b g Will A a BUBDM Ac LOT: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODEU 3EEB "2260—ELSTON" GARAGE BWING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH IV. C 3 Dw05/25/21 BCALE: 1/4"=1'—O" BHEET Al 3. • (2) 2.12 HEADER (2) LAYERS OF 31/4' PLYWOOD SEE PRAMM PLAN OR (2) LAYERS OF 3/4' Sim IF FLOOR MATERIAL RIPS FOR 0LcLO EICKMCi, SOLID NAILRG SEE 2r PLAN SECURE TREADS TO STRN WR 3/4' T4fs SUB FLOOR WK3Y0 3' SCREWS • EA [l3l2x4 GLUED 4 SCREWED STRINGER UNTHREADED SNANC PER FASTENER TO EMEND BEYOND THIcloose SCHEDULE OF Sue -FLOOR GMAT14M _ _ _ V-4 3/4' 2ND FIN. FLR / SE THE CLEAR SPACE BETWEEN / hra-20-2a1 SSE 11/2' THE HANDRAIL AND THE WALL PRAMMMft Es'-m' BRG. HGT. MIN SHALL BE NO LESS THAN 1 1/2' HANDR,41L • 36' AS PER FBCR R311.1.02 / E Fi-OORMG SYSTEM U!/ 2X4 RE-INFORCMC3 / C / ( (SEE F-OOR LOVING SHEET) PLOO I V MAX. / (2) 2FS HEADER / NdOSIN)Cs / SEE F AMMM PLAN NOTE: HANDRAIL ENDS SHALL BE MOMS RISERS STAIRS RRISE(2020)RS TO CONFORM TO F RETURNED TO THE WALL OR U 42 H vt P / / MRL TREAD.IO' MAX. RISER-1 3/4*TERMINATE S/W MAX VARIATKN N INTO A NEWEL POST. / STAIR DATA: RISER"A READS ADJACENT TO EACH w 16R • T92' i4 PAN. or 1R 3AY MAX VAR ANION IN ANY RIS=R�R=AD FRAIL GReuLAR U / 14 TREADS • CROSS SECTION DIA TO ISE 1 1/4' •-1/4' / I' NOE+IP OR PROVIDE ECUIVAL@R J 3/4' KICK GRASPADILITY WNDERS- MK i' WIDE • NOTE: Q :n R' PLATE / 2 X 4 RE-wV40mGMG • EA 2 X E GTRweER NARROW END MM n' UNDTH • G' FWM NARROW END 34' MIN. wuDRML H.T. I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A IL 0 p SECURE Wadi •'-S' O.C. / NOTE, DIAMETER OF 144 2' OR A NONCIRCULAR CROSS SECTION WITH A ,I V-4'�e v = m / 3-2.12 SYP STRO40M OP 4 °^ SSM9 SPACE '�'L� "SPACE U STAIRS SMALL HAVE WALLS, UNDER PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 1/4' AND 6 A LARGEST CROSS / DEAD 8054LOOgR ADM" STAIR eWISACE AND ANY earlT6 PROTECTED ON TIE ENCLOSED SIDE SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/5'. PL-400 OR SMILARE • WITH V2' GYPSUM BOARD& PBCR 3D2.Y. TOP PLATE 0 E41�°2ONTrtiRUN 0'-m' FIN. FLR. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF m 2X4 ATTACHED W/ imd MASONRY NAILS • 2X4 P.T. FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY SLEEPER NTO SLAB WITHN 0' DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE OF EACH END, 32. Oa. MAX SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 19,01.8.1 / F.B.C. 2020 BAR DETAIL BA AR B STAIR SECTION C HAN/DRAIL SECTION U N. RONALD REAGAN K LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 q 9b It Pa OJ ABBOTT PARK LOT #23 BLK. #9 PROJECT# 0418 .000-23091 MODEU 3EEB "2260—ELSTON" GARAGE $WING: RIGHT PAGE: STAIR SECTION/ DETAILS 160 H EXP. C 14'- 2' 2'.4- 131-21 25-SH 8M-M PAN a I P-4594MMUSule- iN it LAv. LAV. FMI BATHE FIRM If MEN= is low lkei Up o BDRM#1 .o ,. :. 61-0 CLGA 15P Rl lb2l 14 TREE* 10' If *11 Noe I - 42' M. WAV �� % WALL W/CAP 111 1111!!!!!�i0 � LM ""o* CL& �� ATTEIrm, Is It 25-5H EGRESS EC�85 SECOND FLOOR PLAN WoN-E: 1/4 w 1'-0' I N. RONALD REAGAN 8L LONGWOOD, FL 32750 Pt4:407-77"078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 9 M it IO 14 0 I BUDDIV. & IL071 ABBOTT PARK LOT #23 BLK. #9 ]PIROJECT# 04181.000-23091 MODEL4 3EEB "2260-ELSTON" CAP -AGM 8VnNG: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C.) ■ 23'-II' BLD WWT SHINGLE ROOF IS'X80' FYF'ON DECORATIVE SHUTTER OR EQUIVALENT 4' RAISED BAND (TYP.) uu ao a FRONT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH 'SPANISH' 5 I� OFF RIDGE TYP. 11'-4' 2ND FLR- BR.'s. HGT. IS'X63' FYPON DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED 6AND i9'•4 3/4' 2ND OPT. COACH LIGHT I A I,/-4' RAISED BAND 2ND FLR BRG T. ❑ II II A r II 2ND FIN FLR- --- ----- ------------- - FIN.F—� LR. 8'-0' IBT FLR B'-0' 15T FLR HGT. --- - --- -----i--------- BF�5. HGT. 6' t I 4B ❑. I I S .0 II 0'-O'FIN.FLR,I, - - ----------- ---- - '�0-0 REAR ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH AREA OF ATTIC 1425 $0, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIREOVENTILAPON AREA = 1425/3M = 4.75 VENTI LATION AREA SQ INCHES PER FT.(144) = 684 SO. IN. MIN. REQUIRED VENTILATION = .SX 694 IN UPPER PORTION OF ATTIC 342 SO. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 342 /US TOTAL R OF VENTS REQUIRED 2.97391 TOTAL R OF VENTS PROVIDED e 3 1/2' THICI4; 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASQ4RY� 4'.4''z4' GALV. 'L'•TTPE FLASHING SET N ROOFNG CSI ENT PIBERGLA" 6WINSLE6 Ul4NDERLAYMENT AS PER PBCR X 6 I 2X6 6YP PT LEDGER 90SJ1 ROOF SNEATHNG THICIOIEso I THREADED ROD 32- AS AS PER SHEET SM. BHCISE0 PER Or-4 WRHIN 6' OF EACH FASTENER SCHEDULE END MAX SET N SIMPSON SMPSON LOU-26 HIGH STRENGTH EXPDXY RN. FLPt f 6' MN EMBED. 2.6 SYP RAFTERS OR CPS ELlVATICIN 2X6 6YP PT LEDGER W/ THREADED ROD T TO DE SECURED TOL12:.0' s2. OG. 4 IISTHM 6' CP 2X6p"WERSW/D NA1L6EACH I ETD MAX SET N D' O.C. • PERMETER 6MPDLN HIGH STREPY.TH6MPDON LUS•26 UV (4) IOrI'. EXPDXY 6' MIN EMBED. TO LEDGERANDCHANNEL FOR SOPFlT TO 2z6 JOI6T OVERHANG DETAIL A SCALE:1/2. I'-0' ENGINEERED WOOD TFW66E8 • 24. OC. BUDMIT SHOP DRAWING6 SEALED BY ' a PR0MISGICNAL 04WNRER FOR REVIEW ,' AND C4CMMENT6 IT� FLYUA00D BHEATNNf. 8EE BTR ICTURN. 2ND RR HGT. [ V - — - - RCCPNG MD RASIIMG UV DRIP ArK3aD1Y EDGE PER FMR WARRANTEE REQUIREMENTS SAND On U~ FASCIA WITH BREAK METAL MASOHer BOND Sam STIOIG7U./Y. Iz2, 2.6 WOOD FASCIA 605 STRUCTURAL FOR FASTENER15 VENTED ISOWIT PER ATTIC CAL V2' T141M 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRM PER ELEVATKNO N 2ND PLR WNDOW PER PLAN ,U\ RAKE SOFFIT DETAIL (� D SCALE: I/2.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX 407-774-4076 wwwAbdosigngmup.com AA #: 0003325 J S° 8 � O 4 9LTHDIV. a LOT ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-2309 mol)EL: 3EEB "F2260-ELSTON" GARAGE 8WING: RIGHT PAGE: FRONT & REAR ELEVATION 160 MPH IE . C g 1�/ OFF RIDGE — TYP. Il'-4' 2Np FLIT'FLIl'-4' 2ND FLR BRCa. HGT. - — - — - — BR.'s. HCsT. a® I I II r El W-4 3/4' 2ND I I Ig 9'-4 3/4' 2ND FIN. FLR ------�-- ------------------------------- - ------ -FtN. FLR. 8'-0' IST FLR g ,i8'-0 IST FLR B--------------------------------------- - - ----- - BlalaQ .FKaT 0 IIE — — I I a 2,_0. 0'-0' FIN. FLRi. I I ---------------- ----------- ----- - 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FIN16H OFF RIME T \\ 5 TTP. Il'-4' 2ND FLR, ---- Il'-4' 2ND FL —' BRG. NR 'T. _m. a I II 9'-4 3/4' 2ND , r II I I ,�V 4 3/4' 2ND F�----- --------------- --------------------------'-- -�------ FIN. FLR 8'-0' IST FLRr,g B� 0 IST R _-_-_ B�� __-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_I _ - _ - _ iWi .HOTT.FL II El 0'-0' FIN. FLR I I 0'-0" FIN. FLR RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISW 0 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH:407.7746078 FAX: 407-7744078 wwwAbdesigngroup.com AA M: 0003326 b 6 0 n R $VHDIV. de LOT ABBOTT PARK LOT #23 BLK. ##9 PROJECT* 04181.000— 3091 MODEI: 3EEB "2260—ELSTON" GARAGE $ WING: RIGHT PAGE: LEFT & RIGHT ELEVATION fl G11 160 MPH EXP. C rpmANT 05/25/21 $GALE: 1/4"=1'-0" $NEET A4 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 05V OUTLET 20 ANIP GINWA POLE IIOV OUTLET IIOV OUTLET I(A O. OUTLET IINIID To SWITCH 4 GPI IWV OUTLET t uNaltD PALL Ml"TAN Ie rTA ) RaslsrANT TYPO ao 220V OUTLET (Uwe CORECTION i KW WATERPROOP OurLar GROUND PALLY N4EIaIPIER �j eIINTCH Its BWTC4 3-WAY OPH! �4 MWTCH 4-WAY OPER. :_0 MALL FOU"'LD ��J LI CEILING LkbWT © LED CLG LIGHT © VAMM Vp PI\7OP LOW O VP VAPOR PROQ• LOW OQ I CAN eYEW. PAN I Co" PER So. FT. " Run "Run I aM PER S4 PT. V PDMTUII fSPI[C'S TBD BT' AM FL11� 2-I'JULB UINdP ® �I,�1GH4TT (IECE88ED1 ARaw RUOgE � ( N'241'J l 7' R.UOIRSGQR 4' N-UORESCENT A If r�-n---�- A A 4' TR/GK LIGHT O PMEL db PIETER OSD. ViOM DETECWR Sac EA:'Y41P NEy� WALL MOINIED dATr. wea::.11P �J Wic" DETECTOR yL' BIER CA Im rimilmom MTER-COMECTEp ® 8KG c4mw SHALL BE A ONTANCE OP NOT L[Se 7i11041 4' PENDANT LOW It\ NATURAL OAe ► ,ELEP4wE JA= YRN WATER HGTaR TQI,EGALZ! TG M DIxwNECt LA4 IOISCONECT D 8Ea AIti "CMUNO 0 TEUIVIMCN JACK TO M SUrProRIED M JQ J-EOK ACCOICANCE Iry SM NAMED Ae SUCH FOR balmECTION DEILING ISOf1 CELNG PAWLIOW ACCOloa��Bo r MARED AS NUCH AM nnnn 24• 04CNDEOCEW O Llart STRIP P�pq NIP• NCANDEsr•Ert LIGHT STRIP nnnnnnnn 4W INCANDESCENT LIGHT e7MP FLOOD LIGHT p. orr. sacumirr KET'I•AD • PA PUSH-BUTTON POR 0006 as PORT • LOCATION OF TV JACKS / PHONE OUTLEM 1 PANE TO BE VERIFIEDo FIOMEOYPER PIE -CONSTRICTION MIMI& • ALL N 4 20 AMP BRANCH CIPCNTB TO BE ARC PALILT PROTE1=78D PER ELECTRICAL PROVISIQM OF 57CH 'NTH EDITION (2020) 1 NEC 7lfl JOM EDRId4. • 20 APIP DEDICATED LAINCW CIRCUIT. • GPI o IIILAND (NOT ON KITCFEN CJRRNT) • DNiYAMER DNCONECT TO BE LOCKOUT N PANEL • SAT41100T EH4"T PAN TO HAVE MIN. CAPACITY OF 10 Cl" MTER'11TTENr PER ELECTRICAL MOVIGIONE GP SECTION MBW3l48GIt 77I1 EDITION l20J01 • LAINCW ROOM REGEPrACLE SHALL BE GROUND FAULT CIRCUIT-MTEMIIPTER PROTECTION POS PEIION'ICL ON M!EDERS • MIRING PETHOD SHALL EE NON METALLIC CABLE PER ELECTRICAL PROVIMONB OF PeCR •tiro ED [20701 • ALL WOW TO COMPLY WON ELECTRICAL PRIOVIMONB OF TWOFora T7H ED [20�1 ECTED EY EnILOlR dND • �1 LAFIPS SHALL EE SELMony PA= ENERGY CONSERVATION lllSiOE4TILL BNEE3Y BFI[9lY.Y) JOtO_ TM EDITION 44041 0 GREATROOM (am. ) PRE -WIRED CLG FAN r PATIO I*M( IA I - - - - - - - - - --------- - _ i TC 4 IN o CABINET I - — RTTCHBId TLET HOOD WIRE FOR DW L PWDR W/OUTLET FOR L L :i- FUTURE M. WAVE/ RANGE I CHIME aOil -ati AID � � L�� � �`=/ '• FOYER, 8 1 . t �� _ I i a ���•ill - � 4B' AFF. ` P.B. FOR GARAGE DOOR -- IPB. FOR I1 CHIME I I ; ENTRY `, GARAGE u �j GFI — — — — — — IRRIGATION GARAGE OUTLET• i DOOR 48' AFF. PREWIRE GFI ` ------------------ OPT. COACH `_-----�" - LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • 1'-0' METER FIELD VERIFY LOC. LED LIGHTING ® PEDESTAL SINK F1WDR 150 AMP ELECTRICAL RISER NOT TO SCALa. GENERAL NOTES. A ELECTRICAL MATERIALS AND INSTALLATIONS 814ALL COMPLY WITH ELECTRICAL PROMSIONS OF THE PECK IN EDITION r2e2E1 LOCAL CODAS. AND ALL LOCAL POUER COMPANY REGUIREFENTS. IL ALL CONDUCTORS SHALL BE TYPE TH N/TFUN U4LE" NOTED OTHERWISE. TRANSPOII'ER GRADE -ROVRDE 180 AMP, W440 VOLT, I PHASE SECONDARY ELECTRICAL BaRVICE. PROVIDE 3 1 COPPER (CU) N 442" VIA SCHEDULE 80 PVC. CONDUIT OR PROVIDE 3 7/C ALMYTH" (AL) IN 2" DIA SCHEDULE W PVC :COUNT UNLESS SERVICE N PROVIDED EY TIE ELECTRIC COP PANY. C00MINATE NINTH THE ELECTRIC :OMPANY PROR TO DID. PROVIDE 3V/o a, THIN • 1% GU IN 3* CONDUIT OR •400 AL. TRW . FS CU IN 2' CONDUIT OR 2A0 AL. S.E.P (CONDUIT TO TEM'RINATE ABOVE DOPPIT o OVERIIN'k CO'leLATION SERVICE I80 MOP 018CONECT MWTCH AND 120/MO VOLT n ELECTRIC METER IN I I°HNASE NEMA 3R ENCLOSURE MLO PANEL NOARP CABLE TELEVISION SERVICE ENTRANCE L•OIURRIIINT INTERSYSTEM ow"I"a 70"NAL AT LOW VOLTAGE CONNECTIONS 1 V CU SERVICE GROUND C:CNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL FIIDVISIONS OF THE FBCR TTN EDITION (20201 5/0" CIA % 8 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX- 407-7744078 www.abdesigngroup.com AA 8: 0003325 avHaly. as I.OT: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODEL, 3EEB "2260—ELSTON" GARAGE OWING: RIGHT PAGE: FIRST FLOOR ELEPCTARI�CAL 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP enaLE POLE tkw CUTLET W OUTLET IO 0 WLIIT upw TO wTCH —�A GP IIDV OUTLET FALL arewa•M "A rER IIEe1STAW TYPE) M@ 220V OUTLET rN WIIE OQSEKTION IWUD+ ENT WATEIrROOF QR"V FAULT GFI OUTLET NIIlIEiIPRR EWTC 4 OWTC4 9-WAY OPER GWTON 4-WAY OPMR. ' ^64 WALL MMIR M ' V C43ILNG LkWT © LED CIA LOW ©VP I = VAPOR MOM LIGHT V I mcnew CON e"w PAN 1 cm PER VENT. PAN W41GIrf 1 CPM PER SQ RI'. rePEcM TOO DY ® fWE-eCESSED) 2-091LO WTI^ ATCIIO reurFACE MNv I= %{ 2' PLUOIsece+r 4'PLUOgEeCEW 4' TRACK LWHT 0 PANEL own IEreR . SD. eI'IDKE DEfEcral SATT. S4G[.Ilr IyLye�ys 1�1 WALL MOWTED eI•IOKE DETECTQR e6ATT. eY &M y ® 8/TA CANAM a+LTa DEt[cioR CQEO d EnER- 0#41cm YWL EE A DISTANCE OF NOT LA" THIN 4• POCANT LIGHT ► TELEI4120 JACK IIFI p To eSpe�LrtP'vaTlyD� ANL CONDITIONING TO{ • �� V UND, ON DNOONl.Gr SIlR I'� m.evlElcT[ JAL1C CELNG GOK MINA O J4WN TO M SUPPORTED N ACC MANCE Wr 601 MAm= AE Ill" Pa CEILM am Rim TO Me SIPPDRTED 14 CHE M PANLIGNf ACCORDANCE IW WOO rTaD AS ellcN ►O 24. NCMCEeCow �nm LIGHT STw neo x• NUN ESCLNT LINT STRP 4Y NLIGHT eTRP GTFWCCNT PLOOD Uaw PI-1OPT. WCURRY T0"AD Ps. PUSH-UUTTCN MR cwnee I" PORT • LOCATION OP TV JACKS 4 rwom OUTLETS / PANS TO ON VETWRED • NOPEOMER PITE-CONSTIWCTICN MIMI' G. • ALL 0 A 20 AMP ORANCN CIRCUITS TO OE ARC PAULT PROreCreD PER ELECTRICAL PRONSIONS OF � TTH EDITION (2020) 1 N[C slen 2CM EDRIdL • 20 AMP DEDICATED LAINDRY CIR7NT. • OPI • WSLMO [NOT ON KITCWTN CIRRUT) • 016CON41ECT TO SE LOCKOUT IN PANEL • MATWIMM EXHAUST PAN TO HAVE MN. CAPACITY OF N OPM WTEPIMITTEVT PER ELECTRICAL PROVIOI" OP SECTION I'TROTD Em TTH EDITION r]ITEJ • LAMORY ROOM REClPTACLE SHALL I!E 041OLM PALLY CIRWTT-MTERiJPiER PROTECTION FOR PERSON'RL ON PEEDEIN • WRNG METHOD SHALL ME NON METALLIC CABLE PER ELECTRICAL PR7VIMO" OF F!!CR'ITH ED r]CTe1 • ALL WOW TO COMPLY WTN ELCCTRICAL PTSON6fON8 �iliplilloill'ill SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-V ----------- Is i I L L I I i I 1 \ — — — — / LED LIGHTING C� DBL. LAV. BATH •1 m � I - I I oL I I � I I I I L I LED LIGHTING @ DBL. LAV. BATH n 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 3078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-V ----------- Is i I L L I I i I 1 \ — — — — / LED LIGHTING C� DBL. LAV. BATH •1 m � I - I I oL I I � I I I I L I LED LIGHTING @ DBL. LAV. BATH n 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 3078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 g � kk 6 Ron ie Ar q yFSpSO gp 14 BVHDIV. Ac LOT ABBOTT PARK LOT #23 BLK. #9 PROJEC' 04181.000-23091 MODELS 3EEB "2260-ELSTON" GARAGE EWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 PH E 3G'xbm L-il LE ------- I BNWR PAN iv in • L v. LA VS. 3'- VTREm � 9—m LAY. i i 2' LAv. OPT.iL�'IL-D.-' U1R ' --v�c ---3'---� —I 2. WC LAV.� 11/2' WASHER LAY. 2 _'— • _ _—• 3' TUB DUI SRJK � 3 3VTR 3rI KITCHEN SIK RANGE 2 1 W/ AAV I _L — o O U IIi I I I A 3' 2 23'-3" = I 3• 3' PED SIK 3' — — — — — — — 3'0 we III rSoHtII ---- ------�--'-----Im——' n cD - - - - - - - - TO MAIN,000 PLUMBING RISER DIAGRAM SUN FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 . I'-V' SCALE. 1/4 • I'-W 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407.7744a078 FAX: 407-7744078 www.abdeslgngroup.com L AA M. 0003325 m r?i 47 2 m �j a O 19 ts cl aVBDIV, as LOT ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODEL: 3EEB "2260-ELSTON" GARAGE SVRNG: RIGHT PAGE: PLUMBING PLANS 160 XPH EXP. C DAR 1 E: 05/25/21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC ITN EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IBI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITN EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO POO ITH EDITION (2020) MECHANICAL CODE 603J I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS WALL HAVE AN APPROVED FIRE OR FIRE/& KXE 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 ITH EDITION (2020) MECHANICAL CODE SECTION "I. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT B PASS-THRU AIR GRILL NOTE ALL VAC TO HAVE PROPER 16XII PANS W/DRAINS ----------------- ATTIC -- CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER I e e l -- AIR RETURN W/ (2)-3A6'X2' TAPCONS SIMPSON WB ROLL STRAP PLENUM OR EQUAL WCHE ON AND LIQUID SX4 AIR SUPPLYGERANT LINES "" 4'CONCRETE 8LA6 SECURE STRAP TO UNIT W/ (2)IZXB eSXI 1/4' SHT. MTL. SCREWS AIR HANDLERIOR WALL —O CONDENSER UNITEVAP. _ — O _ _LVC CONDENSATE DRAIN LINE TRAYLEEVE *MECHANICAL TO LINES BELOW SLABCONNECTION TO PADREFRIGERANT LINES TO NOTE. MAIN COND. DRAIN 3/4' DIA. OLATFORMCONDENSING UNIT OVER HEAD 12' FROM STRUCTURE FOYETRAP DRAIN LINE AND TER"IINATE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) BLDG. CODE SECTION 3012A HVAC DRAINS - - - GARAGE SCORIATEO NICKEL BRONZE FL- PL. FIN. FLOOR OR WALL COUNTERSUW C.O. PLUG I I L — — — — — — — — r _ — _ _ _ _ _ _ �..,.,..., BRASS PLUG �— FITTING OR EXTENSION TO SOIL OR WASTE AS ///--- REQUIRED WADE 8240-K JOSAM "CM INSIDE F/ SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTVSPEC FLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING SEE SPEC, I'-S'XS' CONC. 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 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 J b a o r� lLi j BXMDM & LOT. ABBOTT PARK LOT #23 BLK. #9 PROJECT* 04181.000-23091 MODEL: 3EEB "2260-ELSTON" GARAGE 101TIMCk RIGHT P"hRST FLOOR MECHANICAL PLAN 160 MPH W. C SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 - V-V L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdeslingroup.com L AA #: 0003325 b is BUBDIV. & I.OT: ABBOTT PARK LOT #23 BLK. #9 P1tOJECTy 04181.000-23091 MODEL 3EEB "2260-ELSTON" GARAGE 9VnNG: RIGHT PA`COND FLOOR MECHANICAj PLAN 160 MPH EXP. ,1UN 20LNOMJ - L gA DA� 05/25/21 aCA=: 1/4"=1'-0" a*== M2 2X4 TOP PLATE PRE -FAD TRUSS V2' CLG. DOARD 1/1' DRYWALL —t T4 r SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX &LAD FML PLR ITIONS SUPPORTING HUNG PLUMBING ZES AND WALL AETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. (a:)TYP. INT. WALL NON—BRG. D1 SCALE= 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W51I. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS JJ M. DRIP EDGE J/ 2x FASCIA PER I 0 ELEVATIONS T o.HYP.. VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRj a a 4 35w OR I/t• DRYWALL "I TOP C4ANNF-L(25 GA.) 1/2' DRYWALL 3 5/8' OR S 3/8' METAL STUDS - 24' .C. 20 GA METAL TO BE O INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8, OR 5 CABINETS AND TUD/SHOLLER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS, STUDS GA) SECURED fv TO BE SPACED 16' OL. AT 2ND - TO Cow FLOOR WALLS ADJACENT TO FLOOR WV 3/4' STAIR WELLS AND BATHROOM WALLS UV TILE FINISH PAF a TO wooD FLooR W/ 1/4' WOOD SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) lllD 1 SCALE. 3/4'.1'-0' 75/S' GYPSUM BOARD OR IHKaH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' OL. e' CMU 1/2' GYP. WL. DID .—� WOOD BASE W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (0- 05 (2) COURSE 1/2' THICG, 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'-]'-0' J, 0-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 'ITH EDITION, SECTION R301.13 AND 1609.5.I. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-V UNDERLAYMENT IN ACCORDANCE WITH FBCIR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. 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-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' cm 10' TWIOG, 2 COAT - rcom-oo C991T PhlonTLY TO MASONW mo "AL "Qm L CORRR WRAP a cm an eTwlcTwlL pmKRarolacar wr 2" P.T. IV ATTACf 00 TO PILL CRLL M rRR AMMOVAL RRO. I aRALAW 4 WACKM RM GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS D1 '�''w''T� D1 SCALE: —2X4 SPF 24. O.C. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS CONT. 2x RAT RUN SECURED PER/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS dx2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. ILL. BD— WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL 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 TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS �+•+P ° — �, 0'-0' FIN. FLR 4 - " A ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 4• ITH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING TYP. WALL SECTION �h U B NO OPENING NOTE: 0 METHOD TO BE USED FOR THE ri-'�l—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA x: 0003325 r y r��a 11 g 2 a �' a a sUBDIV. & LOT: ABBOTT PARK LOT #23 BLK. #9 PROJECTST 04181.000-23091 MODEL: 3EEB "2260—ELSTON" GARAGE swtxO: RIGHT PAGE: DETAILS 160 MPH EXP. C FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD. T ER FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE•ENG WD. ER 24' OC. MAX LEVATION 24' OG MAX. LEA VATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED I0A. I 5/S' GYPSUM BOARD ELEVATIONS IOA. 5/0' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP, OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL R-4.1INSUL. i 1 W J N W 1 WINDOW ATTACHMENT W w I AS PER E MANUFACTURES SPECIFICATIONS REFERENCEW. CTURA STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR _ AS PER NAILING 1/2' THICK2 COAT of.43 GLUED AND PER NAILINGILED 1/2 THICK, 2 COAT d) SCHEDULE PORTLAND CEMENT SCHEDULE PORTLAND CEMENT /�� PLASTER APPLIEDPLASTER APPLIED DIRECTLY TO w DIRECTLY TOMASONRY mMASONRY R m R IX2 FIRE -STOP LEVA ION O(2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL AkPER 'qFVLEVATIOIV R LEVA ION 5/S' GYPSUM BOARD 5/S' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. OR I/2' HIGH STRENGTH BOARDD CLG. BOARD PPE__R LEVA IX2 FIRE -STOP DO FIRE -STOP R-4.1 INSUL. R-4.1INSUL. I J W 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP WINDOIII ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FUMING STRIPS • 24' O.C. a, CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP k2 P.T. FURRING STRIPS • 24' OJC. a' aMu 1/2' GYP. ILL. BD. WOOD BASE E m a' E E L u a 4 a A W/ WINDOW OPENING f OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•I'-m• JUN I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 n Ar 9VBDm Ae Lo ABBOTT PARK LOT #23 BLK. #9 PROJECT* 04181.000-23091 MODELa 3EEB "2260-ELSTON" GARAGE SNING: RIGHT PAGE: DETAILS L1622LPH E Im 2X6 P.T. • CENTER OF DOOR HEADER aECURED UV (V 1/2' X S' J-EIOLT W 4' MIR E7'IBEDFIBNf W 2' X 2' X VS' WASHER t NUT on W (2) V2' X 0' ANCHOR BOLTS W 4' MIL EMBEDMENT W 2' X 2' X V0• WASHER t NUT CURE 2X4 TO ISLK W ® 1/4'TAPCONS 1 V2• EMBED. 0. O):. 4' END DIET, 1 1/2' EDGE D16T. R lMQE� 2X6 64RAGE DOOR . SECURED B W (S) V2' X 0' J-BOLT OR ANVCHIOR BOLTS, W 4' MIN EMBEDMENT, W 2' X 21 X WU34SHER N NUT. (V WITHIN 0' OF TOP. (I) WITHIN 0' OF THE BTM, ® (3)EV04LY SPACED. ® O" i NOTES, ALL ANCHORS 6HAI.L BE IN ACCORDANCE TO MANFACTIAiERS INSTALLATION INSTRUCTIONS "RE &nw mTalaTIe%A AE FINE 6Ti1NllNT GARAGE DOOR r11BUCK ATTACHMENT n•.rr 2X4, ME SECURE TO BLOCK W 3/16' TAPCONO (MIN. GNAW SIZE J4b MIL HEAD SITE s0o MIN. EMBEDMENT 1 V49 WITHIN 0' OF EACH END t W Or- MAX SPACMW 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONO MIN SHANK SIZE Job MIN. HEAD SIZE NM O• cm EMBEDD AC WEND a' cm V2' DRYWALL DR t W. O.C. MAX 6PACMCt Ix4 P.T. OR 5/4'X4' MM. 1,12' DRYWALL SECURE THRU FRAME t El I'X4 2X' ® EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK IoX 4• 1'X BLOCK V3/16' WK2) 3/16' TAPC4" HALER TAPCONG DOOR CASING (MIN. SHANK SIZE J45 1A6. CAM, X 4' MIL MK SHANK SIZE .ND MIN HEAD 84ZE J100 MIL READ 61ZE . MIL EMBEDMENT I V4') DOOR CASING MIN. EMBEDMENT 1.1/4' WITHIN 0. OF EACH END WITHIN 0' OF EACH END DOOR JAMB OR WINDOW t B' OG MAX t W O.G. MAX SPACING ATTACH TO 2X PER WACM DOOR JAMB OR WINDOW MANiACTUREB DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3/4" OR +5/4" TO BLACK +3/4" OR +5/4" w 1►INDOII 2X4, WE SECURE TO BLOCK W SAW TAPCONS (MIL SWANK SIZE .14D MIN. HEAD SIZE 3W MIN. EMBEDMI@NT 1 1`149 WITHIN S' OF EACH END t IS' O.C. MAX SPACING. 2X6, m SECURE TO BLOCK 1102) SAW TAPCANS MIL SHANK SIZE J45 MIR HEAD SIZE 300 MIL EMBEDMENT 1 V49 a' cm WITHIN VOF EACH END t W O.C. MAX SPACING. 1/2• DRYWALL 2Xa, ® PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAP'CONS DOOR CASING MIN. MNAK S12E J4b MIN. HEAD SIZE 3" MIN EMBEDMENT I V4.1 WITHIN a' OP EACH END t E' Or- MAX &"ACC'' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUIE6 DETAILS. NOTE. SHIM AS NEEDED TO PLAM JAMD (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" nWINDOR TO BLOCK +1 !/2" D NOTE, SHIM AS NEEDED TO MUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 15/18" �IDOF TO BLOCK +1 15/18" 2X4, WE SECURE TO BLOCK W MW TAPCONS (MIN. SNACK SIZE J4b MIR HEAD SIZE 300 MIL EMBEDMENT 1 1,149 WITHIN S' OF EACH END t W OC. MAX 6PACMG. NOTE, STRUCTURAL 2X MIST BE 2X*, ® ON OUTSIDE t SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TA'CON6 3/16' TAPCON MIL 1-1/4' (MIN. SWANK 61ZE J4b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 0' CM t W Or— MAX SPACING. 112• DRYWALL 2XIIkcm' SECUE TO BLOCK SEC I'X4 WK2) 3/16' TAPCONS P.T. NAILER (MIN SHANK SIZE J45 DOOR CASING MIL HEAD SIZE 300 MIL EMBEDMENT 1 V4') WITHIN 0. OF EACH END t W O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MA (FACTURES DETAILS. NOTE, &HIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" /11RND01I TO BLOCK +2 1/4" u 2X4, IE SECURE TO BLOCK W3/16' TAPCONS (MIL SHANK 612E .IO MIN HEAD SIZE .300 MIR EMBEDI'EHIT 1 V4') WITHIN S' OF EACH END t IS,' = MAX 6PACMG 2X4: Will SECURE TO BLOM W 1/4' TAPCONS (MIN. SWANK SIZE J45 MR HEAD SITE -%W MIN. EMBEDMENT 1 1/4') WITHIN 0' OF EACH END t W O.C. MAX SPACING. 2X6, I>m 2Xb, 12RU SECURE TO BLOCK SECURE TO BLOCK WK2)3A6'TAPCON6 WK2)1,14'TAPCCN6 MR (MIN. 614AW SIZE 10 SWANK SIZE Job MIN. MIN. HEAD SIZE J00 HEAD SIZE 300 MIN. MIR EMBEDMENT 1 V4') EMBEDMENT 1 1/4') WITHIN 1. OF EACH END S' CMU WITHIN a' OF EACH END ACING. t IS,' OG. MISIZE t W Or— MAX SPACING. a, CMU 2XS, Oil V2' DRYWALL 2XS, COD ❑ IW DRYWALL SECURE TOCK I,�, SECURE TO BLOCK 1'X4• WK2) 3/16' NO P.T. NAILER WK2) V4' TAPCONS P.T. MAILER MIN SHANJ45 DOOR CASING MIN. SHANK SIZE 145 MM. HEAD O0 MM. HEAD SIZE 300 l/le'OlSD. X 4' MIILMIL EMBE1 V47 MIN EMBEDMENT 1 V47 WITHIN a' OH @!D WTRIM 6' OF EACHEND DOOR CASING t IS' OL. M t W OC. MAX SPACING. DOOR JAMS OR UN40M 6PACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANFACTWE6 DETAILS. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +3" r1tTmrnw 'rn aMnrr( ig" NOTE, SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3 7/18" `�D�O1I TO BLOCK +3 7/18" 2X4, 00 2X4: ME SECURE TO BLOCK W SEOUEE TO BLOCK W 3116' TAPCONS (MIN. V4' TAPCCN6 (MIN. SHANK SIZE .KS MIN 614ANK SIZE J4b MIR HEAD SIZE .300 HEAD SIZE 900 MIR EMBEDMENT 1 V49 MIL EMBEDMENT I V49 WITHIN S' OF EACH WITHIN 0' OF EACH END t 10. OZ. MAX END t IS' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 6PACMG. NOTE. STRUCTURAL 2X MUST BE 2X6, ® oN OUTSIDE t SECURED 2x&, ® ON OUTSIDE t SECURED SECURE TO BLOCK THROUCW4 NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL 3JI6' iAPCON MM. 1-V4' WK2) 1/4' TAPCONO MM. 31I6• TAP(,ON MIR 1•V4' K SIZE JB (MIN. SWANK MIN. 6HA)4c SIZE .14D EN'mE171'EI•IT INTO eLoac. SHANK SIZE J40 M K EMBEDMENT INTO ISI.00C MIR HEAD SIZE 900 HEAD SIZE J100 MIN. MIN. EMBEDMENT I V49 a• ChRJ EMBEDMENT 1 V4') UTHM 0. OF EACH END WITHIN S' OF EACH END S, CNN t IS' O.G. MAX SPACING. LIV DRYWALL t W O.C. MAX SPACIN(k 1121 DRYWALL 2X6, ® SECURE TO ❑ I'X4' P.T. NAILER 2X0, ® ❑ ol I'X4' BLOCK WK2) 3/16' TAPCONS DOOR CASING SECURE TO BLOCK WK2) V4' TAPOONB P.T. HAILER ��� MIN. SHA . 81ZE J45 (MN. SH A K SIZE J4S V P.T. X 4' MIL MIN HEAD SIZE 300 MIN HEAD SIZE 300 MIL EMBEDMENT 1 114') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT I V4') DOOR CASING WITHIN a• Q EACH END MEMBER WK2)12d UATHIN a' WITHIN S' OF EACH END t V O.C. MAX OF EACH END t 6' TO S' O.C. MAX t IS,' D.C. MAX SPACING. SPACING. DOOR JAMB WWINDOWDSO J OR WINDOW ATTACH TO 2XX PER I TO ATTACH TO 2X PER MARFACTURE8 DETAILS. MAN rACTURE6 DETAILS. NOTE, SHIM A6 NEEDED TO PLU IS NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4" /e11a>yDn� TO_BlnrK ems" a D�O11 TO BLOCK t3 9/4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.774-4078 www.abde&NgngrouD.tam L AA k: 0003325 m g EU13DIV. NSR 1,0T: ABBOTT PARK LOT #23 BLK. #9 PROJECTO 04181,000-23091 MODEL. 3EEB "2260-ELSTON" GARAGE NWMG: RIGHT PAGE: DETAILS 160 MPH EXe. C PREFORMED CONTROL GE JOMT- FLANOF CONTROL JOINTS TO Be WIRED TIED TO LATH • V Or— MAX (VERTA I'IQM DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STD EXISTS BEYOND EXCEPT STAPLES, ILV %' LEG MAY SE USED TO TEMP. CURE CONTROL JOINT OURIY INSTALLATION FASTENERS TO BE SPACED-7 . 1. OG MAX VERTICALLY / I' THICK, 3 COAT CEMENT PLASTER WIM LAYER -2. FORTIFIDER BWLDMG PAPER APPROVED METAL LATH FASTENED 01' <VERTJ OG MAX AT SUPPORTS WIND LATER al. STUCCO IMiAP WOOD SHEATHING LATH SMALL NOT � C�IJIJOV6 v to a•IVI r• to v TMIOUGII CONTROL \ ! ! JOINTS EMT SHALL BE STOPPED AND TIED AT EACH SIDE. PRONDE 2X4 0LOCKM9b PER ASTM CIOSS PLACED FLAT MAX. 6' TO S' FROM CONTROL. JOINT WHEN NOTE, \ \ / / CCMrtRDL. JOINT FALLS ON I. FASTENERS FOR LATH TO EE NAILS OR i 8TRUICTURAL 6TUD STAPLES M COMPLIANCE IW ASTM CWS3 2. WRE TIES TO BE (NO. IS) 0041W WRE / A BLOCKING SMCW MAY ME IN ADDITION \ TO WALL STLOPE S REQUIRED R PLAN O"W TYPE CONTROL JOINT OLF0.D NIMlD.FT.A ®FOLD OL—rwaRo. Pt. A a. CRIAM . Pr. • A CNIAN. M.0 OHOLD NWC. R.A L cT�Aea . n. 6 rq.D AY ® LFOLD NMM.R.A a. clar4e . Pr. S a CILAN . Pr. C ♦ POLO Pr. C OYM FT. 6 TILL Pr. C TOLCIM aOTTCrr FLANGE 40 1�� PLA4= YMTRIR Tg11 GOAL. FOLD. 122 tlGI ca. il' THICK, 3 COAT CEMENT PLASTER rRRNfR N'2 COAT eo•e4r FLAITme(Cw URB LAYER 4. FCWPIMM BUILDING PAPER ovAm OL.Y) WAB LATER at STUCCO ~canAte ow') APSE, APPROVED BUILDIIS WIIAP SMALL BE LAPPED A MINI AIM OF S' • VERTICAL LAPS (ROLL EMOW A r' - HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED N O FCRTIBER 6FRATNMS TAPE 1• nra LAP . neTAl LATI \ / \ Mkt NItAI.L NICIrAa V.A%" At 111011CM Q RD a WILL P4rOMICrl" LATH VERTICAL LAP TO ISE V . "I . I METAL LATH UM LAYER a, STUCCO WRAP v nNP / \ WR5 LAYER -2, F llil PER LAP SIDE E LAPS Q METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL EE TIED BETWEEN &A-FCWG WTW 00416-N (L21-M'1) WIRE AT INTERVALS NOT MOR$ THAN V (226-MMA AS PER A6TM CIOS3. ® KIC KO UT FOR REPAIR OF TEARS INB LAYERS, TEARS DETAIL MAY DE PATCHED WMOLW WM11P TAPE PER MANIA SPEC. OR PEEL 4 STICK M WOOD BTU( SHEATHING r.L Aa 67W.CO - INSTALL FASTENERS (CLIPS: 6TRAPS, STAPLES) AS REWIRED TO SECURE PIPE/ WIRE TO FRAIINS UM LAYER at STUCCO W W- SM LAYER 4, FORNNSEER SIIULDINS PAPER METAL LAIN i'xSr' SELF-A"RMG MEMBRANE FLASHING OVER 4'.4' SELF -ADHERING MB"IBRAE FLASHING OVER APPROVED i' THICK 3 COAT CEMENT W CONT. BEAD OF SEALANT PLASTER INSTALL APPROVED HOUSM~ AIR METAL LATH INFILTRATION BARRIER OVER bFREAi{4ING WPM LAYER 4, FORTIFIES* NZI BWLDW. PAPER ELASTCMERIC COAT6WO OVER STUCCO/ QM LAYER -1, G.V. FINISH (ME TYP WALL SECTION) STUCCO IUI,AP UOOD 6`EATHINs SECTION CI 6�1R rlaio Fe ndc Exhaor use o(poMnd cement Werner shall shall comply with theapapplicationreq,arertrme of ASTM M C 828-18b. Installation of axWor Lathing and framing shall comply with ASTM C 1083-19a, orASTM 1797. 4'.4' SELF-ADIERMG MEMBRANE FLASHING (COMPATIBLE W/ MOUSE ~ MATERIAL) OVER V OR LE66 PIPE PENETRATION CUT AND OVERLAP C E SIDE OFF SELF -ADHERING MEMBRANE R.ABHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED ? WXW 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING !NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 4' k�� LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO UJRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FLASFIMG OVER APPROVED HOUSE IIRAII-. R_.ASN2NC. TO EXt04D ONTO PIPE CUT AND OVERLAP ONE WOE OF SELF-AOMERING MEMBRANE R A614NG x—x—x—x WOOD OR -1/I6g ZIP WALL SHEATHING SELF-ADHESIVE FLASHING -- — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.I / ASTM C-641-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b � E O �a ll I F I11 BUDDIV. Ae TATBBOTTPARK LOT #23 BLK #9 ROJECT1111 04181.000-23091 MODELA 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' D SELF -ABOTTHERINGOM MEMBRANE FLASHING OVER TOP, SIDElB) AND FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE CF PLASHING TO BE, X L BOTTOM, 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE I TOOLED 60 AS TO DEFLECT WATER AWAY PROM JOINTS. X: E-Z BEAD ALL AROUND I VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y1 CAULKING 0 JOINT ALL AROUND I PER SECTION R703.7 ExIberior IeOdrllll and Dlae wft BACKER ROD I I Exterior use of portland cement plaster shall comply with the application X. requirements of ASTM C 926-18b. K: Installation of exterior lathing and framing JI shall comply with ASTM C 1063-19a, I(x or ASTM 1787. Wm LAYER ^, rx'; STUCCO WRAP 1 ..; HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD OHEAT14NG DRYER VENT (FRAME) WOOD 8-EATWNG WRB LAYER -1, STUCCO WRAP LLRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION -METAL LATH a• CMu VINYL CASING BEAD W RAISED BAND 36' TO V pnn-WA, L WCEP williu W WRDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WfSTONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH V 6' SELF ADHESIVEWOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING WRB LAYER al, UNIT STUCCO WRAP PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIRBER BUILDING PAPER SEALANT a TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER LAYER -1, STUCCO WRAP 6B DRYER VENT (BLOCK) REPO �PMID-WALL BUILDING PAPER PIBER METAL LATH WOOD VS' TEXTURED CONBTIWICTICN ✓—PNISN 0 WOW 6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL FLASHING a crMu PIEMIxR - T' oG MAX I BUILDING PAPER ovER WOOD FRAMED Nr' TO�1y' I JV9LL rL SH1' r — — — -1 WALL S, _ _ HORIZONTAL WEEP SCREED ( FRAME TO FRAMES P1� T" F .' WIDE STRIP SELF CLEAN 1 � — MASONRY 0119FORE APPLYING ram` 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPE' UNDER 'QUICK FLASI A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO fi1�Gl� IV I�GVCIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I_"' �-ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (P LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION V FINIGH a MA6011IRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WR8 LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER -I, SELF -ADHERING I 1 STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYERS! STEP #1 STEF #2 APPROVED HOUSEWRAP BELOW WRB LAYER 01, STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF-ADHERWS NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP *3 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 ng ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003328 -4 W s ao � O pp R eeee 9UDDIV. & LOT ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODEIA 3EEB "2260—ELSTON" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD —� CONSTRICTION IY4' HAT CHANNEL TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 41, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER STUCCO M WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING PAPER i' THICK, 3 COAT CEMENT PLASTER 6' SAR • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED V SELF-ADHEREING FLASHING WRAPPED •TOP OF WEEP SCREED TO SHEATHING BELOW ' X. WRB LAYER M, STUCCO WRAP WRB LAYER 4, FOWIF15ER BUILDING PAPER b' SELF-ADHEREING FLASHING WRAPPED • COIE4ER OF CANTILEVER I Y4' 2 twee POSITIVE DRAM ar�m_m NO GAP IN FIELD — (SHOWV FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE. 1 1/2' • 1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION fill WEATHER RESISTIVE BARRIER -1 3/4 RESILIENT ATTER RESISTIVE HAT CHANNEL BARRIER 07 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W(TEXTURED 4 PAINTED WOOD SHEATHING FINISH iPLTHICK,R3 COAT CEMENT (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRICITON WEATHER RESISTIVE BARRIER h WEATHER RESISTIVE BARRIER 4 VINYL CASING BEAD i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT HEADERIDEAM PLASTER VINYL CORDER BEAD VNYL f.ORR 4' POSITIVE DRAM VINYL CASING ESEBQ WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 ___ P EDGE INSTALLATION EXT. WOOD FRAM WALA em.FLOOR DECKIM PRE-ENG'D TRM UEATI4ERRESISTIVE SAFIRIER WEATHER RESISTIVE BARRIER 4 JTHHIICK, 3 COAT CIR IEM TER FETAL LATH WOOD SHEATHNG— LNO GAP M FIELD (SH014H FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) COLUMN SHEATHING WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -t 6' SAF. \ PEEL 4 STICK I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE Ya GAP FOR BACKER SET INFU-L BED OF EXTERIOR GRADE ROD 4 SEALANT ROD SEALANT, V MIN. DRY WALL FROM DRIP FACE TO TREX I' THICK 3 COAT CEMENT VINYL CASING READ ' RASTER WATER PROOFING I6t -VINYL CASNG BEAD LAYER (2 LAYER PEEL 4 4 STICK) PEEL 4 STICK 8U6 FLOOR M 0 CANTILEVER DRIP EDGE 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER FETAL DRIP EDGE PEEL 4 STICK) _` SET M FULL BED OF 6' PEEL 4 SEALANT. & MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y4 GAP FOR BACKER I &XI % P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING Itt WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER 9 STICK)-.AFPED FROM WEATHER I�BISTIVE BALCONY DECK TO DARRIER Q �i"i' CANTILEVER �'+ a. 6' PEEL 4 STICK • DECK MEMBRANE, DMP TO DECK EXTEND D OVER DRIP SUS FLOOR �ED" SF V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF CONTMUOIIS �sxe iv 11¢�c Y1 GAP FOR BACKE VINYL CASInIG I ROD 4 SEALANT— WATER PROMING INt FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED PROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING — .__. _�..... I W/TEXTURED 4 PAINTED—�� BARRIER "I FINISH -- WEATHER RE i' THICK 3 COAT CEMENT PMjITIIST? I PLASTER YMYL CORNER READ 1C�� 6"`-' 41NYL CASING BEAD ND GAP IN FIELD (6WCIWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP it EDGE INSTALLATION CONTINUOUS Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER 41 WEATHER RESISTIVE BARRIER Q EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. �I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 )i' X 3' 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF SEALANT,li' MIN. SPACE FROM DRIP WATER PROOFING bt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL \ �- METAL LATH W/TEXL INTED WOOD SHEATHING SHTHICEMENT 4' POSITIVE DRAIN VINBEAD (SHOWN FOR CLARIFICATION OF VINYL C�W,Y BEADSEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"L FLASHING) - WALE: NTS WOOD SHEATHING WRB LAYER 91, - STUCCO WRAP 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 2 I/i' :�EBO2 FASTENEDD TO SHEATHING :..:4 - • T' O.G, MAX. •C WRB LAYER -1, ;. STUCCO WRAP WOOD SHEATHING n>< METAL LATH WRO LAYER -2, FORTIFIBER BUILDING PAPER SPRNER BEAD ® FRAME 114 2 1/2'lk, CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ 4 R1CORNER BEAD (5) BLOCK LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/l(o" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - WRB LAYER 92, FORTIFIBER BUILDING PAPER METAL LATH --� ]' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERIN63 FLASHING �n WINDOW FLANGE WRB LAYER 42, FORT BUILDING PAPER — METAL LATH a' THICK, 3 COAT CEK PLASTER —� 6'SELF-ADHERING FLASHING WOOD SHEATHING WRB LAYER w, I STUCCO WRAP 1 WRB LAYER 02, FORTIF15ER BUILDING PAPER 10 ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE - 15B CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774-4078 www.ebdeslgngroup.com AA #: 0003325 F L4 IIiI b FABBOTT PARK 23 #9 PROJECT# 04181.000-23091 MODEIA 3EEB "2260-ELSTON" GARAGE 9lW5 C3: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 PH M. C WOOD SHEATHING —� WRB LAYER M, STUCCO WRAP —� WRB LAYER $2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER &'SELF-ADHERING—H FLASHING yINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRS LAYER M, — STUGCO WRAP VINYL ANGLED SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Yi GAP TYP CASW. BEAD TO TRIM IX TRIM MEMBER • STUCCO TO — SIDING TRANSITION SIDING-7 WRB LAYER M, STUCCO URAP i' THICK 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP \— CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) - RESIIN3 DER ISTIVe WRB LAYER 02, FORTIFIBER i v BUILDING PAPER i WEATHER ■ METALLATH ' j !x T JEL4L�SIOIN3 \ HERMIG THICK 3 COAT CEMENT '. ':+� WERM RASWII, L ` �i d,� WEATHER RESISTIVE PLASTER : : eTARrFA STRIP BASER6e�EM RESISTIVE &'SELF -ADHERING J FLASHING !+ ; I ♦ y •' SELF-AOHERINS PLASHINGGALv'D GALV'D METAL � METAL Z' FLASHING WINDOW FLANGE CASING BEAD (9) WINDOW �. 5 C (FRAME, W/BAND) WOOD SWEATI METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER i I WRB LAYER 01, J' THICK 3 COAT CEMENT i STUCCO WRAP PLASTER WRB LAYER "2, FORTIF15ER i BUILDING PAPER VINYL ANGLED CASING BEAD VINYL CASING @EAD i METAL LATH J* THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND (FRAME) SCALE: WFLAOWING , k- � a do-■. - DOD TRIM MEMIMIR CASINO, / WOM TRN9�MEI'IDEE I OR AP'PROVEEGAP D SEAT WCASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN, 2.5 LBS. PER 80, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD SHEATHI1,13WEATHE - IM�SISnvE BARRIER WEDANR PMSISTIVE ER . X AP SIDIN3 ,,� 1 F6' LASSHHI RING / \ STARTER STRIP \ ♦ \ ` GALV'D METAL �'� UEATM 'r FLASHING BARRI w SR ATED WIaOD TRIM MEhIDER `- S' MIN. _ W.z. DAcxmR R007 \ / W SEELF-ADHERING PLAGWM CXI'1QrT10 L�asTE i ``I\ WEAKER FESISTIVe WEATHER RESISTIVE BARRIER 4 SIDING TO STUCCO `WEATwmmGISTIVE ISARRI ® FRAME TO FRAMEER� 19 TRANSITION ,�^ V ADHERING WEATHER W616TIVE BARRI\\ rERAM VE TOP 1 OF W FLASHING WEATHER RESISTIVE BARRWPA -1 DBAAR ER �SISTIK TRIMS MENIOER WEATHER RESISTIVE BARRIER M e-2 EBAD VINYL GA REF PVCBACIC P I4K"01,01,J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1W ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/fib' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY X4' GAP TYP i' THICK, 3 COAT CEMENT CASINGS BEAD PLASTER SEALANT-\ TO WINDOW METAL LATH BUILDING PAPER WOOD SHEATHING FORTIF15ER WINDOW FRAME , I I i WRB LAYER 01, STUCCO WRAP I 1 &' WIDE PEEL 4 STICK 1 OVER FLANGE WINDOW FLANGE i E-Z BEAD VINYL CASING 2X FRAMING (W/Ye' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP ; BUILDING WRAP 1( E BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003328 i S � FABBOTT PARK T #23 LK. #9 ECT# 04181.000-23091 MoDmu 3EEB "2260-ELSTON" GARAGE 81IRZ7G: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH . C 3 D A'P�Ec 05/25/21 SCALE: 1/4"=1'-0" aHEET WA4 CENTERLINE • CNHICULD BE TAKEN IN KEEPING THE VENT PROPERLY a' S" MO 1P ALIGNED. VENT PIPE M SEALED IF UTILIZED. NAIL IN MACE SHORN IN P GALVN@ED UBIW l-IW NAILS AT EACH CORNER. ROOFING CEMENT SI D BE APPUED TO ALL SHINGLE EDL1E5 NEAR THE WTER EDGE AND AROUND THE ENTIRE PERNMIR AS O OOOSENECK VENT OP M IN THE ROOF RECOMMMMO IN SEVERE NFATHER CGASTTL aH1FAT11NO.SME TFE OPEwNLi INACCORDANCE WTH TIRE CHIT SHONN. IN THE EVENT A MECHANICAL VENTFM IS CONSTRLA:TON ZONES. USED, 81ZET1EVENT WS PIPNOCON Im IONWTH VENT FAN MANUFACTURE's PIPINOCONNECTON OO NOIC IIJT IN W NOT WT INTO iRl13SE5 OR RAFTERS WREN CIRTNG TIE OPEwNG IN THE ROOF. j'-� RE EIMERFERINO SwNOLE N4LS PAOIMDTHE III' PERWETEROF THE OPENING THATTHE WILING FLANGE OF THE VENT— PLAT TO THE ROOF aFEATMNO. SUDS THE TOP MO SIDE FLANGES OF TIE VENT UP ANDS TO I VEMFLANOES TOIAY ON 9wNTOP OFA ESHINGIMTOM THE TOP OF TIE aHINGLES. YI_ ROOF HOOD VENT DETAIL laz—z NT CUT HOUSEURAP AT A►' ANGLE MODIRED 'I• cur N HOUSE~ LINK CF WSDOIU OF7NFIG APPROVED HOUBW~ OVER SHEATWM OVER LLD STUD WALL STEP 1 INSTALL S• SELF-ADlE PLASMNG C "LNG FL. JAM86 ExToo FL P WELOU SI R.EXISLE F DO NOT on FIN Te"IPORARLY FOLD-Ir C SEC LIOIIISEIIl.AP f0 TUCK FLAP LINO At HEAD FOLD "CLAIM N AT JAMES 1 SLOPE SILL R STEP 7 MOLDED MWNO BABE OF PIPE AND OVER FLANGE ALIGN R-464M UV W. CDGC OF SILL R.O. FA NIGALLT FASTEN (CAP �SOTTMP1"ES) INSTALL OU ORT UILIV~ AS TH PLA614M AT THE FOLD wouew AP DOM - TAPE DIAGONAL CUT A AC 110" HEAD o WNDOIU PLUMBING VENT DETAILS MPLY 46. F SEALAN AHM ANC 4-PLY TO AFDOW NA LAMM N 4!-PI!!C1 10LE8 OR INSTALL W WIDE ADHENVE - OACKED FLEXIELE KAMIBYA MATERIAL OVER OW CAP JONT (PIVTECTO-WRAP 8T-280a w EWIV) `LI) STEP 8 'L"� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS uND A --ENT ASPHMT ROOFlND CENEM II XTM FISTNER9IN END OF9MNGLE I ND eIm aWNW.E AT LEAST IY BEYOND VALLEY CENTERLINE "CLIPPED-1 CORN ER AT. DEGREES PRW VALLEY CENTERUIE L IT THE CONTACTORS REGF•ONIIaLTY TO VEIPrY ROOF VALLEY DETAIL HO CaIPATEILITYTS ALLPRODUCTSNCL DFAA THE C VRAP, a IL.Irr TS A L PM=WTO I6 SCALE, NTS PLABNIFl6 MATERIALS USED OLAUa C:CNSTIIUOTION 2. INSTALL ALL MATERIALS PER MAKFACT/11BIES UEIT"N SPECIFICATIONS SEALANTS MAY PACT ADVERIIII IF NOT COMPATOLE. CLEAN AND SEAL JAMS TO SILL JOINT$ WITH DOW Im FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SWOLLN SWALL 6E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTMSION CELOW TI4E WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH SEALATIT A -MY ON I'm co EQUAL) SEALANT A FLUID APPLIED FLASHSUGI TL.M1C0 WHITE -SEAL RO-M OR EQ1A A SLOPE SILL TO EX Nam, L IT IS THE CONTACTORS W PLNSISILTY TO VERIFY THE COMPATIE LIrY OF ALL PRODUCTS NCLUDNG SEALANTS C SELP-AONMtM PLA814MM MATERIALS USED cum,* CONSTRUCTION 2. FLAS14M AT EXIEIIOR MOOSE, 40 DOOR OPETUNGS SHALL EE INSTALLED N ACCORDANCE WITH MANUFACTURERS INSTALLATION NSTRCTIONS AND APPROVED METHOD u OF FSC RTOlA I) N ACIUMANOE MTH PEIgSTRATICN MANFACTISNKR'S MTALLATION AND FLASWM SMTRUCTIONS. WSR M SEALANTS INLAY REACT ADVERSELY II� COT'PATIELC. J WALL FLASHING INSTALLATION DETAIL (MASONRY) 41A'1 E+ NT6 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwab;slgngroup.com AA8:WOC26 O aysDm ad LOT ABBOTT PARK LOT #23 BLK. #9 PROJECT* 04181.000-23091 MODZLA 3EEB "2260—ELSTON" GARAGE STIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH AV. C MO A` 05/25/21 ALE: 1/4"=1'-0" a MT \\ + // ----------------------------------------4----------' \ i--- - - - --------------2x6 SUB-BANb W/I'x4' NOTCH a r- - - —---------- / END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP DRIP EDGE F— ----------- ----------------- ------ ------ 11 e 1/8' TEXTURED 1 FINISH a WOOD I 2x6 am BAND I1 1 1/13 1/2' TEXTURED FINISH a CMU �\ aV \ METAL FASCIA • ''� WRAP 'Val FROM © FLAN B \ STUCCO, I' FROM ` " WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \`\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �\ FOR CLARITY `\ ROOF DECK (BEYOND) \\\DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1/9' TEXTURED FNISH • WOOD, 1/2' TEXTURED FMISH • CI" u METAL LATH UIOOD SHEATHING OR CMU WRS LAYER "I, STUCCO WRAP(FRAME ONLY) UM LAYER 4, FORTIFISER EiUILDING PAPER (FRAME ONLY) � I \ �l/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®E L E V,4T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A i-s h;'S-1aTI-1:►i EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/IP 'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• 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 x x x x x x x x x x x x x x r< x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH a END, WRAPPED IN PEEL t STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY JUN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774,4078 www.abdosigngroup.com AA #: 0003328 gits a avHarv. ee IrOT: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODEIa 3EEB "2260- ELSTON" GARAGE EKING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 PH EXP. C DAM 05/25/21 MICAI.E: 1 /4"— l'-0" WA6 FOUNDATION NOTES 29'-8" 17-7" 101-0" 2'-1" TEA 316" 26'-2" 4" CONC. w 4 TOP OF SLAB W o eo SLAB ui1 N Iw &+ ~I I~ p FM-16X18 — — — — — — — EXTEND 8'-4" 13'-2" SLAB 1 1/2" 10'-2" I 1 O° 4" PVC CHASE) \` e 1 m 1 •�`� �0, 0„ q 1$ a TOP OF 1 SLAB N 62" i z �I II 0�� ` Ibo q UP TO 2ND FLOOR 1 It (FIELD VERIFY- EXACT LOCATION) yyyl 9 • 1 1 N � Z 2W16X12 1 f I124 — — — — — - -j CWC-18X,2 " T-8" 23'-4 o 'O IM i I N �_—___— — 1 m -- " m1 EXTEND CAC-16X,2 B bo SLAB, 1!2" 1.1 R EXTEND LFM-,8X78 5 1/2" SLAB 1 1/2" _ 1 '-8" 3'-5" ' II 3'-7" I 14'6" 4" CONC. ( X SLAB I I °0 m 1 io cl m io m Wa ILL Na � W I � V �I c� N _FM_16X18 I a y I 2 1A Im SIN, ILL I � I q q 1 I FM-16X18_ J N 5'-4• '1" 2'-10" 16'.0" 2'-10" 8'.0" 21,-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 9-0", SEE SURVEY PLOT FOR NAVO. 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. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDONDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.113INDICATES #5 BAR, E1INDICATES #8 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 64 WI.4-1.4 OVER 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x16 16" CONTINUOUS 18" - (2) #68 FMC-16k18 IS' CONTINUOUS IS, - (2)#5's VARIES TE-1 8" SEE PLAN 8" - () 's TE-2 17, SEE PLAN 10" F-24x24 24" 24" 12' F2-24x24 29' 24" IV, 1 X CW-16X12 16" CONTINUOUS 12' - (2)#5b (+p'-0" CWC-16X12 16" CONTINUOUS 17' - (2),S's W N CURB VARIES Fl-30X310 30' 30' 17' (3pI5's (3)#5's (-)016" Fl-24X24 1 24" 24, 12' (2)115's (2)#5's ()0'6" JUN 1441 N. RONALD REAGAN B, LONGWOOD, FL32750 PH: 407-774-607B FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 h ELiBDM do L10T: ABBOTT PARK LOT #23 BLK. #9 PROJECT1y 04181.000-23091 MODEL - 3EEB "2260-ELSTON" GARAGE 8WLNG: RIGHT PAGE: FOUNDATION PLAN 16 PH E C 3T MIN. EACH WAY - MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED }} STEEL REINFORCING IN GROUTED r[- CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS 3 CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS ; I' 11 5 �� , . '',rr GARAGE DOOR �� .L�4-.' RECESS w FM y 8"CMU WALL 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR m e' IN FOUNDATION WITH 30" LEG EACH TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I .. SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF 6LA8 / MATCH AMOUNT OF CONTINUOUS BARS °I ° CURB FOR 4 SEE SLAB SCHEDULE 4 BAR SIZE 48 BAR DIA. EXT. PORCH BLAB 4" CHAMFER (1-STORY) -., #3 18" - VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER IlSTORV ILA I�• ,ILL '" v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �:0. AT ELEV: 12' ISOLATION < 6" CHAMFER (2-STORY) JOINT JOINT (WHERE • • #`I 24" W/ ", ISOLATION S' CHAMFER (2-STORY) a 0 0' APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE .v: APPLICABLE) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 31- z FOR W cD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST it AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42 EXTERIOR MONO -FOOTING r� EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=i'fY' SCALE"'"_''-°" CORNER BARS DETAIL DOOR OPENING @ GARAGE S 4 SCALE: 3/4"=,'-U' SCALE: 3/4"=l'-0" (1) 05 REBAR VERTICALLY W/ CONC. A . POURED CELL LAP TOP PLATE A MIN.MMOF 48" o 8" CMU h ,.�- AND NAIL W/ 16d COON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. 5 #4 REBAR 024" O.C. 0; CENTER OF SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 0 2x4 OR 2x6 WOOD BEARING PROVIDEBLOCKING YE mg! L 5 PED WALL W/ SYP No STUDS SEE PLANS FOR x'O GALVANI ED PIPE O I ❑ NEW REINF. BAR SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ 12"x9" WEDGE ANCHOR W/FLANGE 0 BASE a a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP W/ 7' WASHER SET IN HIGH STRENGTH " � 5 EPDXY. MIN. EMBED PLATE EPDXY 5-12" EMBED. MIN. @ 16" OC •, 4 M J a 8", LNG SIMPSON SPH4 OR SPH6 MAX. .'-4' FOLLOW ALL MANF. w BTM AND TOP PA ti I 4" CONC., REINF. W/ SECURE FLANGE TO SPECIFICATIONS FOR m 1 U8E AND BE I ANCHORS W/ 10LtlTE 1 x 1 /2" Y 6"x6" #tO WWM ON I SLAB W/(4 1/4" X 21/4" ) 8 � OF COMMON NAILS FILL ALL F w 6-MIL POLY ETHYLENE TAPCONS W 4' 4• HOLE. HOLES, DO NOT USE 10d VAPOR BARRIER ON WELL -COMPACTED I<y x 3" rc SEE SLAB SCHEDULE > CLEAN FILL TERMITE O'll, TREATMENT SHALL BE a� TOP OF SLAB 4 •: - BORA-CARE . ' (2) CONT. #4 REBAR HCHAMFER(1STORY) 4 �— 4 (. 6" CHAMFER (2-STORY) e' ' (2) #5 RESAR ON CHAIRS Ira 2,000 PSF VIRGIN SOIL OR 95% MIN. DEPTH INTO EO , EQ. SEE SCHEDULE FOR BAR SIZEVIRGIN OR ENGINEERED SOIL COMPACTED SOIL V IL SLAB HEIGHT LESS THAN 3'6' O PER PIAN BOLLARD 5 scALE: 3/4•'=1•-0" AND BAR QUANTITY BAR ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHICFOUNDATIONSCALE 34"=,'D' (W/UPLIFT) FOOTING Wt BLOCK WALL 1A SCALE: 3/4"=1'-fY' LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. STEEL REINFORCING IN GROUTED PROVIDE BLOCKING LAP TO OCCUR OVER STUD - OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/1 Od MASONRY BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAIL $ a ❑ NAIL i6" O/C STAGGERED. PROVIDE DBL. TOP PLATE 16'O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL u S � CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO o UPLIFT IS PRESENT. UPLIFT IS PRESENT. 8" CMU WALL POURED LINTEL CONT. (TYP.) SCHEDULE SLAB SC i` 0'p '' W CMU FILLED CELL (TYP.) - b TOP OF SLAB � �� > SEE SLAB SCHEDULE 2X WALL FRAMING [SEE TOP OF BLAB SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" TOPOFSLAB F.a• ? ® MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND - . b CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX °'• >t POURED MONOLITHICALLY WITH -��,F!��, e - -FOUNDATION AND SLAB 4 SEE SCHEDULE SCHEDULE EQ. EQ. FOR WtD, BAR SIZE WtD, BAR SIZE SEE SCHEDULE AND BAR QUANTITY AND BAR QUANTITY FOR W(D, BAR SIZE AND BAR QUANTITY 1 ` INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- JU'y INTERIOR FRAME BRG WALL TO 8 SCALE: 34'=1'-9' (NO UPLIFT) Q SCALE: 3/4"=V-0" (NO UPLIFT) FOOTING AND COL. PAD 10 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abd•Bigngroup.com L AA #: 0003326 0 Q R POOR ae LOT ABBOTT PARK LOT #23 BLK. #9 PROJECT* 04181.000-23091 MODEL: 3EEB "2260-ELSTON" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH M. co TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1/2"=1'A" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT.VX"—SEESLABSCHEOULE SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE1/Y'x9' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-1PY' EMBED. MIN. ® 16' SIMPSON SPH4 OR SPH6OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/Z' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" 9EE SCHEDULE FOR WKD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL scALE:3/a"=r-a' (W/ UPLIFT) MIN. 10". TREAD WW' NOSE #4 REBAR(TYP.) .r TOPS UZ' RADIUS OR aCHAMFER w' aw uyuy�� , EXTERIOR STAIR DETAIL SCALE: tfT=1'-(Y' STEEL REINFORCING IN GROUTED sE CELL SEE PLAN FOR SIZE AND S n SPACING REQUIREMENTS bS i 8" CMU WALL STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8"CMU WALL SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUAN71TY INTERIOR CURB FOUNDATION CMU WALL 3 SCALE: 3/4"=1' 0' :.� EXT. PORCH S7�� SEE SLAB SCHEDULE 4" CHAMFER (1STDRY) BAR SIZE 48 BAR DIA. t 3 18" h ISOLAT 6" CHAMFER (2-STORY) cOi NT JOINT JOINT (WHERE ♦ #4 24" APPLICABLE) MATCH STEEL #5 3W 6' PVC CHASE REINFORCEMENT PER SCHEDULE #5 36' THRU FOOTING #7 42" SEE SCHEDULE SIZE FOR BARSIZEPVC AND BAR QUANTITY BAR CHASE THRU FOOTING 4 d . 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8" CMU WALL -SEE SLAB SCHEDULE SEE SCHEDULE FOR WYD, BAR SIZE AND BAR QUANTITY 4 INTERIOR FOUNDATION CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.e m AA #: 0003325 Ila o 4 rr � p I` O 9unDIV. de L10T: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODEL 3EEB "2260-ELISTON" GARAGE 81110ID7G: RIGHT PAGE: DETAILS 16 H E C TIE VERTICAL REBAR TO HORIZATIO, L REBAR W/ td' HOOK GROUTED E.N. BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL °. REBAR i W/td'HOOK GROUTED BOND BEAM N — VARIES PER ELEV. c 1441 N. RONALD REAGAN BLVD i � • LONGWOOD,FL32T60 PH: 407-774-6078 FAX 407-7744078 I• • - www.abdasigngroup.com #S BARS AA lf: 0003326 1d' HOOK — - ° v 17-4 � < CLEAN OUT REQUIRED ° ^'�; —_ • —a,.., ° �' 8 FOR INSPECTION °.�4. ; 0'-0" FIN. FUR. b °. • TIE RTICALREBAR IT .. e ° - To HORIZONTAL § REBAR W/ td' HOOK 904 $ A A a L9i BAR SIZE 48 BAR DIL z rc #3 18 i #5 30" Q m� ARE NOMINAL SIZESN3 BARSIZE 48 BARDIA #s W. OFFSET METHOD CONTINUOUS . #7 42' METHOD #4 241 O MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 30" � 3 SCALE: 3/#'=l'-0l' H REINFORCING REINFORCING #7 42' W #7 47' L SCALE: 3l4"=1'-0" G SCALE: 3/4"=1'-d' O a I NEW REINF. BAR > 2 BECUREO W/ 2- PART rc °K EPDXY. MIN. EMBED 5 6.. UNO m FOLLOW ALL MANE o SPECIFICATIONS FOR USE AND w G PREPARATION OF HOLE. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-d' acrsa:v ac IAT: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MOaEIA 3EEB "2260—ELSTON" GARAGE awtNG: RIGHT PAGE: DETAILS 160 MPH E . JUN 0 tAmR. �23 P 05/25/21 GATE DCA=: 1/4"=1'-0" 3IiEET s1.]A 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 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. 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 AOCTUATED 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 DESCRIPTION REMARK 70 (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) SlIREINFORCEMENT WH, STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (1)#5 (1)#5 N1A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8RF14-1T/0M/0E BTM. @ 6'-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = I'-0" w 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003326 s44 a SUSDIV. & WT: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODETA 3EEB "2260—ELSTON" GARAGE 8WI1VG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES Q6fWPH FRfj #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10' HOOK 30' TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR n.p gk8.• 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t PLACE STEEL HEIGHT. OF V� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND #5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 6"116' AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST 9—' S. 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 / REIN0FORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. , & ��1a. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �' o / P8� 8zt6 DBL. BOND TOP OF ti se BEAM Wl (1) #5 BAR BOND BEAM / yN� EACH COURSE • 8x8 BOND SEAM TOP OF • Oa�t� W/(1)#5 BAR .y; BOND BEAM F = FILLED W/ GROUT \\\\ � V1`0��.,OF U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING � # OF i/5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 WIDTH �/c n V,� 1 6-1 T/1B Bx8 PRE -CAST CONCRETE �p0 NOMINAL—� LINTEL W1(1)#5 BAR (L2) MASONRY P LENGTH OF BAR = WIDTH OF e HEIGHT #OF#5'S, TOP OPENING-7' IT IS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFO-1TIiMroBINDICATES ADOUeLEBONDBEAM BOTTOM BxBPRE-CAST CONCRETE SCALE:34"=1'-0' AND %FXX - 1TroMNB INDICATES A BINDLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT T P AND XUX%- iTn MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS LINTEL OF OPENING AND XUXX-1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION 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 1-1 4" EMBEDMENT #5 BAR BENT AS SHOWN ,a 3 1A' PRE -CAST a 2z6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL e SLOPE SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 l/4") 8" FROM EACH END AND 1S' ' �o O.C. MAX. MIN 1.1/4" $� M EMBEDMENT ? 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 6" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 1S' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS FRAMING DETAIL AT AT CORNER STEP scALE:11rr'=1'o" 5 3 SCALE:34"=1'-0' SCALE: 3I4"T PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I > I I SINGLE #5 CORNER BAR, 3Ox3O TURNED Up STEEL REINF. OF OR TURNED DOWN INTO FILLED CELL BOND. BEAM SUN W18 CMU PIER SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3l4"=1'-0" I1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde•igngroup.com AA #: 0003325 Iy�yIyy O 1Iii�LF C OUBDIV. Ae WT: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODEIa 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: DETAILS %,.160,4PH MAIV FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 98 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE d CONCRETE LINTELS. 3 M1 1 q 1 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 CLEAR SPAN OPENINGS.- 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). _ 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE II /r l� / 1�II SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE It FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND lyh�l II II II II II II (I II II II II I) II II II II (I II II II APPROVAL. I It 11 11 n n It 11 It 11 11 u u u u n n n n n n 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES II J II II II II II II II II II II II II II II II II II II II SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. ° n n u ° u ° ° n u u n u u u n n n n ❑ n u 11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END II II II II II II II II II II II II II II II II II II II II II UNLESS OTHERWISE SHOWN DIFFERENT. II II 11 11 11 it 11 11(.-11y.�1{II 11 11 II 11 11 11 Il 1, 11 11 11 x 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON II II II II II II II it SII `II II II I) II II I) II II II II II RATIONAL ANALYSIS. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS N I Ir 11 11 11 11 rl 11 11 II 11 II Ir I1 11 II 1 FJ11 1 NOTED OTHERWISE. FJ2 rt fJ3 4 3.1 n n n u u a n u u a 1 n n I u u n n n It is,II II II II II II II II II II I-11I II II II II II II II TRUSS MANUFACTURER / ENGINEER NOTES: u n u u u u u n n u l u a 11 u n u u u u Hit 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BEFABRICATED W/A2x6 BTM. CHORD (MIN.)2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS a I1 II Ir I1 it it is itI \ n u u u u n n u WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II II II II II II II II it II (" �) II II II II II II II II II II SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY /ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO IIt 11 11 it 11 it It It I II II II II II II II II II (� II II II II n II II II If n TRUSS CONNECTIONS. \ 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. ) MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 WOOD BEARING I it it 11 Itn SECURE 2X12 HDR u n n u u u n r TO 2XB HDR MTS-20 II II I I 11 II II WALL Wb Sy I, NO.2 11 W/(14) 0.148'k 2 12" DEL STUDS STUDS (t$ 16" O.C:. TOP OF WOOD SIMPSON LGUM46-SDS W/ (4) a I1 u It WO 1 NAILS it I, I, u n u u WALL EL. 8'-8". 3/8" X 4" TITEN HO ANCHORS TO CMU g (4) 1/4" X 2 1/2" SOS SCREWS TO BEAM 5 4 DEL STUDS -A7i6- IN .i .1 4 -- H16 .1 HJ7 tO SECURE 2X12 HOR = PROVIDE DRAFTSTOPPING c : TO LBW W/ MTS-20 = _ = ALONG THIS TRUSS AS TO = 9B 108 3 - —6EL W/(14) 0.148"x 2 1/2" LIMIT AREA TO 1000 S.F. 1 .1 STUDS NAILS PER FBCR 502.12 F-=- "_------------ r- FIRE I - - 1 --_ --_ --_ - - =====°=- I -_-=---=--------- L---------- 3/4" SUB _ — _ - SIMPSON HL26 W/ (4) 1/4" X FLOOR -� 1q --'_— -=23/4" TITEN2 ANCHORS TO 2X4 NAILER CMU 8 (2) 10d X 1 1/2" GALV. 9B 108 3 PRE-ENG.itii FOR DRAFT 1 C _ NAILS TO TRUSS STOP o 1 Q9----'---- FLR, TRUSS - L it Y -- E --_—_— ._------ ELEV. VIEW 1{ ___ ________ �1 9B 10B 3- - PRE. FABRICATED I -JOIST PRE-ENG. FLR. JOISTSI - .1 -1 1 24ZZ�O.C. MAX SIMPSON HETA 16-- 1/2" WOOD PANELS 3/4"PLYW'OOD--�'-.'11 DRAFT STOP PRE-ENG. FLR. JOISTS -�jj'�vI 4 JUN I' TI 3.1 2X4 NAILER FOR DRAFT STOP '/DRAFTPLYSTOP FLOOR FRAMING PLAN DRAFT STOP PLAN VIEW SCALE: 1/4' = V-a' I -JOIST DRAFT STOP DETAILS 00 COLUMN SCHEDULE MARK 312:E 3 BASE FMATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 1/2k3 12") HTT4 W/ 5/8" DIA. x 5" EXP. SVP. PT, WOOD POST BOLT 1441 N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-0078 www.abdeslgngroup.wm L AA #: 0003326 m ul 0 mm SVSDIV de IAT: ABBOTT PARK LOT #23 BLK. #9 PROJSCT* 04181.000-23091 >sI[oaEl. 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: FLOOR FRAMING PLAN 160 E C 0 DA� 05/25/21 SHEET s3 0 mm SVSDIV de IAT: ABBOTT PARK LOT #23 BLK. #9 PROJSCT* 04181.000-23091 >sI[oaEl. 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: FLOOR FRAMING PLAN 160 E C 0 DA� 05/25/21 SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 21V O/C, SUBMIT SHOP "ROOFAA/ALUFLOOR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE HTSM20 W/10 10d TO B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNJALLIFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4)1/4" z 2 1/4" (12)16d x i �' NAILS TO TRUSS SHEATHING iDd x 1 }" NAILS TO 6', 8" x W-WMAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GI GIRDER. PROVIDE 5" NAILS, W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON COVER LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 7' x 4% EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3}" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD RL BLVD (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR CONNECTOR BLOCK WALL W/10 10tl TO 327 LONGWOOD, FL 32760 WITH (12)16tl x 3 ;'NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 114" x 2 1/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078 ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HO TO CMU AND (12) SDS COM POURED LINTEL www.abdosigngroup.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. �' x 2 }" TO GIRDER AA $: 000332E 2x SECURED W/ (3)16tl B-111 SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ tOtl TRUSSES® 24" O/C, ix2, 2x WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) SOS �' X GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x 5"TITEN HD TO CMU AND (18) SIDS J' x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (I PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U.2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) �" 4••" 2a 2b 2c TYPICAL ROOF 34 9 SCALE: GIRDER CONNECTOR(S) OR,O'A'MAX BNI2X4) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM.CHORD BRACING, SEE T h� j PLAN FOR LOCATION PER ELEVAl7t KK a MAY NOT BE _. .. F 4 RFfl111RF11 9IQ g O P ELEVATION PRE-ENG 1-JOIST LSTA12 20 GAUGE W/ t0611Y1 HDG COMMON NAILS. EACH END TOTAL OF 10 smB SAM SLOCIC TNN2GiB6 J1.LM BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3)12tl 0 EA� TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) ( 4'-6' O.C. (AT SHEATHING Im� W �. 4500 3M' WOOD PANELS 8000 (2) 72" WOOD PANELS 80 (2) in"WOOD PANELS 90 2x LUMBER �5/8" GYPSUM BOARD OR I/7 HIGH - - - - --- -- — - - --- -_ — - 0'-0" TO 30'-0" (1) "X" BRACE ZIN STRENGTH CLG. BOARD 30'-1" TO 67-0 (3) "X" BRACE SECURE 2x PT. PLATE O SECURE IJOIST TO TOP PLATE LVUIJOIST WITH (1) "X" BRACE 0 CENTER TO BLK W/ 1/7 DIA. _ w/ (2)12d TOENAILS BACKER BLOCK (2)'7C" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH lx4 BTM. CHORD BRACING U-0" O/C END WALL OR OTHER STRENGTH EPDXY 6' DOUBLE TOP PLATE MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN. EMBED. AT 37' OC eM� 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL COMMON NAILS AT EACH CHORD MAX 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 12d's 8" PLANS FOR SINGLE STIFFBACK (AS PER O.C. MAX SPACING. m-r A ,L-i^mr% nrnAPx ldl/1 WOUBLOCK a1m.rWlc lv ac rl, p11V1. VrIVF\U pF\/1VIIYV sm TNIgO PROVIDE DBL. TOP PLATE HTT4 W/ 5/6' A.B. WITH 6 SCALE: 3!4"-1'-9' 4500 3/4" WOOD PANELS PROVIDE BLOCKING MIN. 7"EMBEDMENT TO B I S NCH TRUSS TO BE INSTALLED SVHDIV. Ce Lo T-1BLA08(,OPI ABBOTT PARK 6900 (2)117'WOOD PANELS ,/7'GYP.WL.BD. 2-,STToLSTOPOST., PERPENDICULAR TOI-JOIST �T #23 60 (2)1/2" WOOD PANELS POST TO SIT DIRECTLY 90 2x LUMBER SEE SHEET SIAA FOR ON SLAB (2) 2X12� NAIL SIZE AND PATTERN n .. 1 RVP P T LorI I -JOIST WOIST SPACING FRONT BOND BEAM REQ. SEE FRAMING PLAN 7 �,P T,P LEDGER e, PROJECT* END OF m 04181.000-23091 BOARD MODELEDGER 4. o e L' m= 3EEB (2) 2X12 SYP P.T. l2) 3/4" EXP. BOLT n 226 0 — ELS TO N" LEDGER BOARD TO J-BOLT OR TITEN SOLTS REAR �11-JOIST CONNECTION @ L.B.W. G LVLNVOOD POST CONNECTIONS BE USED PERPENDICULAR W!2"WASHER8511Z, LEDGER BLOCK WALL W/ GABLE END awRwaE aM/tNa: °� SCALE: 3/4"=l'-V' 5 SCALE: 3/4•'=l'-U' WITH IJOIST MIN. EMBED. (TYP) % 1 SCALE: 3!4"=1'-0' (NO UPLIFT) PRE-ENG D TRUSS RIGHT PARALLEL TO I -JOIST (z) 2x6 PAGE: T 2,r MPX. W/ 24"MAX W! 8'MAX. END SYP. P.T. _y SH IN LwlsT IJOIST SPACING FRONT ;:r DETAILS SEE FRAMING PLAN �,P T,P LEDGER .y END OF m (I —JOIST) w LEDGER NOTCH DEPTH 114'D d e e BOARD w HOLE EDGE>5/8" 2X8SYP P.T. VW'X6'TAPCON £y °° �`= THE USE OF ALTERNATE MATERIALS MAY BE 160 MPH EXP. C HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR <2/5'D SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 OF TO I -JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. fr HOLE EDGE >5/8'• 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A - SIMPSON IUS1.81/16 GM, 1400 LBS, U c 70 LBS W! (2) 3/4•'° WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" OTC. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES A B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4-WEDGE-80LT/J-BOLT, 5" MIN, 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ,L/ EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 _ _ ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED(24)N6d GALV. COMMON NAILS TO EADERA D)(2)10dxl-D1/2"GALV/NAAIILSTTO JON. IST FLOOR JOIST LEDGER SCHEDULE THE ECTIONS FLAT E TWIST RESUBJECTT UPLIFT, Fl, AN F INDICATED. ROOF A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 ASIMPS SIMPSON TRUSSES FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE I BOLT SIZE NSL END DIET CWWSPACING BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5' SUBJECT TO F1 AND F2 FORCES. PLATE < 3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 A. A DOUBLE SYP 2x8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP -12 1 (2) 314" 1 9' 24" O/C MAX. E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3!4"° WEDGE-BOLT/J-BOLT, 5' MIN. FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x W TAPCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS DAM 05/25/21 W/ 5.1/2" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=f-0" AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL (1-JOIST) ALTERNATE MATERIALS SCALE: S3. 1 3/4"=1' 0 1 • SCALE: 3l4"=1' 0' 11 SCALE: 3 4"=1'-0" 1 /, SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 Wl (8)8d COMM EACH END (JOIST -----j LVL-/ PLATE STRAPS W/ 10d x 1 1/7' HDG NAILS WALL / FLOOR FRAMING, 0-I—lo IST PARALLEL TO WALL SCALE: 3/4"=1'-0" 8" CMU WALL REINF. PER PLAN PER ELEVATION a V PER ELEVATION 2.4 P.T. CEILING NAILER W/ MASONRY NAILS a 1TOC. 1X2 FIRESTOP------/ #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS OBL2X8 SYP #2 LEDGER. x 7'LONG Q 3" O.C.; SEE FLOOR JOIST LEDGER I STAGGERED OFF SCHEDULE, 10/S3.1A CENTERLINE 3/4" AS SHOWN }" X 6' TAPCONS e"CMU WALL,.; REINF. PER PLAN �Y PER ELEVATION WCIST (SEE —mac (JOIST (SEE FRAMING PLAN) '� Im ? ry m —''Ik FRAMING PLAN) PER ELEVATION DBL 2X12 SYP #2 LEDGER. SEE 24' MAX. MASONRY NAILS a 17.0 C. BOLT SCHEDULE, 10/S3.1 A. SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: 3/4"=1' 0' 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR ,)TO BEARING ON EXTERIOR WALL `F SCALE: PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT STRAP TRUSS TO PL. PRE-ENG SHEATHING STRUSS (TYP) @ 24" O.C. EAMS) (BLOCKING PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER TI N BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS W/ SECURE 2x6 PTPLATE TO BLK TRUSS PLAN TRRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH . STRENGTH CLG. BOARD W/ 1/7' DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 40/44 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B- (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2xe P.T. U < 1420 LEIS W/ (14) 1 Od BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED LINTEL COURSE BTM. PLATE TO 8E PT. PROVIDE DBL. TOP PLATE • o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM tIY' GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE WASH WEFT IN HIGH wi r' TRUSSNVOOD POST CONNECTIONS CONT. 2x4 SECURED W/ (2) lOd's EACH FILL x 3, WASHER SET IN HIGH STRENGTH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 10dEPDXY 5-1r7EMBED. MIN. 0 16' 1 Oa 10b 1 OC SCALE: 3/a"=1'-0" OC MAX. GABLE END BRACING W/ PRE-ENG %GABLE TRUSS @ CMU WALL TRuss7DPos7coNNEcnoN SCALE: 3/4"=1'-0' <Q• - A- SIMPSON MTS-12 U - 990 LBS W/ (14) lOd GALV. NAILS. • E • B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3'SDS, (1) 5/&` AT.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO$LAO CONNECTION SCALE: 3/4"=T-0" A8B- SIMPSON ASU44Z POST BASE N: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/ 5/6' AB. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2-12' NAILS TO POST. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdealgngrouP.Com AA #: 0003326 b p C sVHDIV lk LOT ABBOTT PARK LOT #23 BLK. #9 Fa0i CT�v 04181.000-23091 MODRU 3EEB "2260-ELSTON" GARAGE avmva: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C I 1 SCALE: 1/4••=1'-0- 1 S3.1B 21'-8" 8'_0,. 4 0 S2. v a `'TOP QF DECK r-' - - - - OPEN, L= -------------�J '4 io v 2'_8" 9'•0" 6'-10" 5'-10° SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-V' 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.rom L AA #: 0003326 L I o g!94 kk b � O o y q a R 9VHDIV. ae 2.07il ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODEL: 3EEB "2260-ELSTON" GARAGE SMNG: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C LAP TO PLATE A MIN. OF 48" AND NAIL WI 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. ❑o AND QUANTITY PROVIDE 1x LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SHORT 2x STUDS BETWEEN HEADER ABOVE AND p FRAMING DIRECTLY ABOVE 3/4" DIA x 8" MIN. EXPANSION BOLT W/3x3 OVERSIZED WINDOW II „ WASHERS PLACED 16" O.C. 4" MIN. CONC, EMBEDMENT SECTION A -A SILL�ING # SHORT 2XSTUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING S AND ANY PLYWOOD SEAMS WI (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END L" SIZE AND UANITY PROVIDE 10x WOOD FILLER(S). Lgj— NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" SIMPSON H10A W/ tLtl x 1 72 O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OM OR SPHB 70P 8 BOTTOM 4'4' MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d. 1 AND NAIL W/ 15d COMMON 1I2' GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE - 3" LONG NAILS MEMBER OF TOP LmBTM. PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO *'TVP. ONLY FL#17244 JACK STUDS SEE SCHED OR # STUDS NOER G EADER SEE SCHED FOR # FULL EIGHT STUDS I., W/ 4" `a 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYR 32' 0/C W MIN CONC.EMBED. TYP. 16' MAX. DBL. TOP PLATE CONT. (3) 202 HEADER PROVIDE 1/2' PLYWOOD FILLER(S). NAIL OBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — 2x6 BLOCKING FOR SHUTTER O.0 INSTALLATION. PROVIDE 1/2' PLYWOOD FILLER(S). NAIL 4 ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.0 2c12'a 2x10'6 2®'1 (1) 2x6 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 112' PLYWOOD FILLER(% NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE (AT TOP PLATES CORNER, 2X MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS Wl (2) 16d NAILS EACH END 16' MAX. (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. (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 NUMBER OF KING STUDS EACH END OF HEADER .SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2x8 (2)2x10 (3)200 (2)202 (3)2X12 FWspACW0jrO.G STUDSPACINGOW0.11 0-2ft ly ^-1 a O 2 2x4 2 2x4 2 2x4 (3)2x4 (3) KM SPAN KINGS SPAN KINGS 2x6 () 2x6 ( x (2) 2x6 (2) 2x6 (2) (2) 6 () DB 3-4ft 0-2ft 3-4ft 1 2 0-2ft 3-4ft 1 2 2x4 2x4 2 2x4 2 4 2 2X4 ( 4 ()2(4 2x6 2x6 (2)2X6 (2) (2) )2x6 ()2X6 5- 6 R 2X4 2x4 2x4 2 2X4 2 2x4 2 2x4 2 2x4 2 2x4 5- 6 ft 3 5- 6 ft 2 2x (2) 2x6 (2) 2x6 (2) 7- 8 R 3 7- 8 ft 3 2x4 2X4 2c4 2x4 2 2x4 2 2x4 2 2x4 2 .4 7 - 8 R 9-10It 5 9-loft 3 2X62x6 (2 2x6 9 -10 ft ZA 2x4 2x4 2x4 2 2x4 2 2x4 (2) 2x4 2 2x4 70 - 12 ft 5 10 -12 ft 4 2z6 2.6 216 2x8 10 -12 ft 2x4 2x4 2c4 2x4 2x4 2 2x4 2 2x4 2 2x4 2d TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL I SCALE: 3/4"=1'-0" 16' MAX. PROVIDE (3) STUDS 0 NAIL STUDS / —NAIL STUDS — PROVIDE (3) STUDS 0 CORNERS LAP TOP TOGETHER W/ J TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d 0 12" O.C. 12d 0 12' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 PLYWOOD SHEATHING, "ROOFNVALUFLOOR SHEATHING CORNERS LAPTOP SEE "ROOFNVALUFLOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16'MAX, PLYWOOD SHEATHING, SEE SCHEDULE"— "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl TUDS @ EXTERIOR MASONRY / WOOD PR CORNEROVIDE (3)S LAP TOP 2 CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND SCALE: 1 1/2"=V-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d @ 12' O.C. 12" DIA SIMPSON TITEN 1/2" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALUFLOOR SHEATHING CELL, 6' FROM ENDS CE, AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' O/C, VERTICALLY MAX 16" O/C, VERTICALLY MAX C3 NAIL STUDS TOGETHER W/ 12d 17' O.C. SHEATHING ON • INTERIOR OR A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALLPLACE 30#ROOF FELT (2) 2x TO BLOCK ON 216 & 2x8 WALL BEHIND VERT. STUDS SO AS (2) 21(TO BLOCK ON 2x6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) JUN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 �Qg R aUDDIV. & LOT: ABBOTT PARK LOT #23 BLK. #9 PROJECT* 04181.000-23091 MODEIA 3EEB "2260-ELSTON" GARAGE SVnNG: RIGHT PAGE: DETAILS 160 MPH EXP. C 202 DAB 05/25/21 8CALE: 1/4"=1'-0" s*ELWT s4.1A d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngmup.com AA #: 0003326 14 �4 S W 0 x aUBDIV. & LOT: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04 81.000-23091 MoDEl- 3EEB "2260-ELSTON" GARAGE 8WINM RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C 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 HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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. 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 POS36, .17T' ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIFTR)N 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, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c1) SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8xi6 (1)#5 (i)M6 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)p5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES , H z BF8-iT/OMIOB UNO PROVIDE BB2 WHERE ROOF TRUSSES BEAR. TOP OF WALL - EL. 1 T-4" UNO CT c;r 4 � H ' 8F8-1T/0M/0B " r GT 4 " 8FB-lT/OM/08 8F8-lT/OM/08 i SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 O rr S IL aUBDsv. & LOT: ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 MODICU 3EEB "2260—ELSTON" GARAGE 8WINCi: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH W. C DAATM 05/25/21 aCALE: 1/4"=1'-0" aiim= 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 SAFEELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SU8 etaoe 10-1r tt ttroe ttro5 lrra TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH e�e-tr e/10-tt enalr en+-1r erte-1r e�az-tt ere-16 wis-mis miniBY24-mis1rA8 -1T/1 wzi Bile-v ergo-2r aw-v ene-2r et32-2r 3' 6" PRECAST 1438 952 3114 4217 5321 am ml 3'�' PRECAST 689 1024 3'�" PRECAST 160 3524 4394 5263 6132 7001 2485 6113 6986 7706 9031 t0o0o 1580 3524 4394 5183 8132 7001 4'-0• PRECAST 1065 700 2308 3125 3945 47M 5587 4'-0• PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 5325 8079 1961 6113 7192 6524 7627 8751 13e3 3D60 3815 4570 5325 8079 4'-6" PRECAST 819 53s 1770 2400 3033 30M 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 18M 5743 7547 0762 &%1 7505 1207 2707 3375 4043 4711 5379 5'1t" PRECAST 931 7247 1999 25W 3123 36e6 4249 PRECAST 411 411 5' 4" PRECAST 1018 IBM2374 2844 3513 4084 1319 4460 Me 7342 67W am5'-4' 1016 2276 28M 3399 3961 4054 5-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10' PRECAST 340 339 5-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3093 5877 am 6548 5ng 920 2000 2593 3107 36W 4133 B 8" PRECAST 1139 3227 3031 3707 4303 5061 8' 6• PRECAST 410 721 6' 6" PRECAST 835 1201 1578 1955 23M 2709 1139 3227 4598 7054 10000 8825 835 INS 2320 2790 3251 3712 T 8• PRECAST 570 99B 2t98 2206 2898 57a' 3685 T 6" PRECAST 303 534 T 43' PRECAST 718 900 1181 1482 1743 2025 93e 2t96 3408 4854 7087 647z 727 1624 2025 2426 2827 3228 91-V PRECAST 42g 633 1593 2204 2481 2818 2621 9' 4" PRECAST 192 384 9' 4" PRECAST 454 See 767 me 1129 1310 6E 1674 2298 3081 4 999 4899 672 1318 1643 1989 2164 2519 10'4r PRECAST 388560 487 1247 1767 19% 2163 2028 101-W PRECAST 161 301 10'46" PRECAST 356 400 812 765 899 1042 1407 1897 27s1 3222 g7g4 504 1180 9472 1763 vto 1980 1114" PRECAST 330 544 1312 1742 2252 2888 3630 -4 11'• PRECAST 132 417 11'�1" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2869 3662 466 1042 1372 1843 1470 1710 12'-0• PRECAST 308 507 1210 1596 2048 2596 3101 12-0• PRECAST 111 370 17-V PRECAST 383 306 470 567 on 783 507 1210 IBM 2048 268e 3171 440 940 1300 15M 1314 1476 13'rt" PRECAST 270 433 1045 1365 1732 2157 2635 13' 4• PRECAST 82 298 13' 4• PRECAST 308 303 XG 484 575 845 414 1045 1385 1732 2310 2e� RB 780 1067 1312 1071 1203 14' 0" PRECAST 254 388 078 1272 low 1988 2279 14'-0" PRECAST 71 293 14' 0' PRECAST 279 278 3e0 443 525 we 390 978 1272 loos 1950 23e9 378 717 981 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 506 an lag 865 468 1070 1429 1824 2277 V12 246 603 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1 1572 1T-4' PRESTRESSED N.R.300 NR NR NR NR NR NR 1T 4" PRESTRESSED N.R. 183 1T 4' PRESTRESSED 187 326 355 451 587 800 �g 1121 1413 1730 2047 192 506 720 501 1135 1312 19 4' PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 zee 348 430 513 595 235 736 950 1200 1467 Me 186 420 623 am 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 1eo 598 833 1038 lies 1466 142 373 637 69D ale 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 27-0" PRESTRESSED N.R. 116 22'-0' PRESTRESSED 137 225 290 369 426 497 165 660 784 992 1203 1381 137 358 613 on 770 900 24'-0' PRESTRESSED N,R. NR NR NR NR NR NR 24' 0" PRESTRESSED N.R. 91 24'-0• PRESTRESSED 124 174 245 302 360 418 129 450 854 824 1014 1147 124 319 455 1 581 1 687 1 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING UCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE ON ACCEPTANCE M 19-0130.13 F 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 It E w �gj aTs - d BVBDM a4 L407'il ABBOTT PARK LOT #23 BLK. #9 PROJECT* 04181.000-23091 MODEL: 3EEB "2260— ELSTON" GARAGE 8TfMG: RIGHT PAGE: SAFE LOAD TABLES 160 MH ER. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 (W), 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-O", 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 CEIUNGS, 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. ROOF FRAMING PLAN SCALE: 1/4" = V-0" i"I N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 m o � IL a OEM. at Lo ABBOTT PARK LOT #23 BLK. #9 PROJECT* 04181.000-2309 MODEZA 3EEB "2260—ELSTON" GARAGE BWMG: RIGHT PAGE: ROOF FRAMING PLAN 16 PH W. C 11 D M 05/25/21 8CALM: 1/4"=1'-0" B*Mm T S6 IMSLE-EIA �� * ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE i = 61.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80.70) 20NE 3e = 82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.901 ZONE 3r = NiO PSF (100.80) ZONE 2r = 82.90 PSF (92.90) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1140120),FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020TTSEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 212" 0,131 F1667 SCREW SHANK 170 000 RING (16.2INCH) PER RSRS-03 8tl RING SHANK, 23/6' 0.113 SCREW SHANK INCH) RSRS RSRSGt 8tl RINGSHANK, PNEUMATIC 23/8' 0,113 Ft667 SCREW -NAILS RSRSGI _ RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE IrZ'COX OR 7116'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. TOPBOTTOM I-P PANEL AND 8d RING SHANK GUN NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE; GABLES -DROP GABLE ENO & (1) ADD'L DROPPED ZONE 1: 1 Od NAILS (0 4" O.C. ON EDGE AND 6' O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 ZONE 2e, 2n, 2r. tOd NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #Y2 SYP ZONE 3,3e, 3r. 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING C 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ al nc 1 PPa MAN IMn.1H 1 N F NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7A6 Btl RING8 0NAl1S 19"G.C. TOP 8 BOTTOM EDC£fi 9 �O 8 10d RING SHANK GUN NAILS . SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING 77T. SHPOH-ING ATTACHMENT FORSTRUCTURAL ROOF SHEATHING C#8 Z' DECK SCREWS 0 6--8" O.C. MAX EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING` TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M. MAXIMUM AGGREGATE Siff SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND pROVIDE6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGE30F CONCRETE ARE TO BE CHAMFERED 3/4'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER, Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARBER MEMBRANE UNDER ALL SlAB9-0NGROUND WIEREINDICATED ON BRAAPE ELASTICITY = 1,400,DDO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS AND SEALED WITHBARRIER DRAWINGS. SEAMS UPUOUSPED 6 INCHESPOLYETHYLENE ADHESIVEM PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF BORATE PRESERVATIVE TREATMENT: OISODIUM 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 EXCEPT MERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th 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 2. STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1054M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: CONTRACTOR LSUPPLEMENT T MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION THE SHALL HE O ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-0" OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SABI SM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: Wt THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD D TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf TICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S TIONS OR HANDLING, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pat TOP CHORD - -conwr M REV TYP. MIN LAPS SHALL BE AS FOLLOWS: # BAR - 25" MI6 BAR - 36" WOOD TRUSSES. 10 paf BTM CHORD -non-c9n -nt 5 715 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' X 38' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 68: 1990. 18 ptl TOP CHORD 20 p TOP CHORD e (7 Paf w#ASPHALT SHINGLES) (1w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. S af BTM CHORD 5 pat TM CHORD 10 p5 pf THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I OpW MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 paf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED=10) MPH SUSECONDC,RI 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 (FBC 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 1318 ATTIC WITEXPHOUT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 : 40f, NTS: AND DECKS: GUARDS AND HANDRAILS: GUARD IN-FILLOM:4 COMPONENTS: PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AGE N ALE, VEHICLE GARAGES: SOpst, ROOMS OTHER THAN SLEEPING ROOM: AOpef, SLEEPING ROOMS: 30pe/, STAIRS: ROOMS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS Of THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WAIL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ' ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING NAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR D R S E 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. A OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTMC-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF SON PSI AT 28 DAYS UNLESS 9 DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: "S" FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 FOOTING TYPE "M' OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SMALL 8E COMPACTED TO A DRY DENSITY OF AT LEAST BS% OF THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO REMOVE M MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL E CELLS TO BBE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. 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 NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R 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 TRAN 90 MINUTES, TIE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSISILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12' FOR #5 AND SMALLER Y FOR #S AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/C FOR 13EAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 A38/A36M, Fy = 38 Im] FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGIION SIZE TYPE SPOONS REMAPom APPDGTON IZE - I BPAgNG I REMARKS 1K3 PTFURPo.- MA9gJRYlClJNC. -.-RDENEDCGIL -111?LONG. S QC OPRAOEOOOR&-CK TO Mq�IVRYiCWIL. 'OA NOWA9NER TA -MASONRY FASTENER YOB 1tIY EM3E -EN/ d9T, I1 EDGE d3T. AGO. AL. EDOORS G9E HARDENEDCOIL 9'CIC WIN ORIFPBTENED GARAGE DOOR BACK &8' DN OR I A E%PAN910N BOLT 13'WC13I 4"EMBED., N"ENOdST., tr PT, SEEE NOTES NAIL 1112'LONG. STMfOERED 0O INTO MA&ONRY,LONC. OMASOVRYAbNC. vN WABHEF 20"OIC (1?qA) A) S'EOGE d3T. wINDDwacK cA3EMARDENEDcaL wwroMeOGoaFA9TENED METAISTRAPTO CONTACT THIS ENGINEER FOR SPACING 1%PT, SEE NOTES NAIL 11?LONG. STAGGERED ­­0 MgsoNRYImNc REQUIREMENTS IJG DOgt (43/1CDIA. 'TAPLU�P IS O/C tt?EMBED. B'FfD. NDN-SEARING KOOO tYY E%PNJSOry <'EMBED. O°END 2< 0� -IT PT, SEE NOTES NO WA9NBi FASTNER d T., I I? FDOE OET WgLL TO CONC.9tAB WI Wg9HER BOLT d3T., 3" FSJGE qST. 2KPT4NNDOWBUGI( 0.198°PPF+2 V6" SMOLT <"ENO. d3T.,I1? PT T09Tt E COL..3EE .ER -ERE E. DIET. S 11TA LES 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 HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B. WINDOW AND 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. 1x MEMBERS ARE NAILED AND 2%MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 TO Zoilr� 12 SVHDIV. Ae I407 ABBOTT PARK LOT #23 BLK. #9 PROJECT# 04181.000-23091 HODEIe 3EEB "2260-ELSTON" GARAGE SMING: RIGHT PAGE: DETAILS 160 PH W. C 3 R0MARA AR NO PRINT 05 25 21 DATE / / SCALE: 1/4"=11- 0" SHEET SN1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 0 STAPLES INSTALLED S THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHP f" MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: nc"reu n J-U AIVIVCL FASCIA FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL (D HEM AND IN VALLEYS STAPLES INSTALLED @--f 12" O.C. MAX (INTO NELQ (Z)WOOD) IN J-CHANNEL SLOT i„ WOOD BATTEN @ -STAPLES INSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. O STAPLES INSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS Q SOFFIT—`1 ® J-CHANNEL--' J, h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L=.-- SEE DETAIL WA 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) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END E BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING 'TRUSS/JOI / BY OTHER EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 01 X2 WOOD BATTEN - WOOD BATTEN 10 Q S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Qg 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) Q J-CHANN i„ ncrAll f% BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J-GHANNEL '—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. EAVE WIDTH, 375 .375 (ROOF .4 3.625 3.625 3.66 OVERHANG) :qr 5 .08 .03 12 "—CONCRETE;imi sA CMU OR WOOD /�--�—� (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 f- 1441 N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 y `- � — w Lu SUBDIV. & LOT: ABBOTT PARK LOT ##23, BLK. ##9 PROJECT* 04181.000-23091 MODEL: 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C m F-PMNT7Z 05/25/21 SCALE: 1/4"=1'— 0" SHEET SD1 I