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HomeMy WebLinkAbout7546 Broad Pointe Dr99 22-60-3EEB-ELSTON199 r� 0 N, i11% C, 0) D REVIEW DATE— 7�� �6 CITY OF ZEPHYRHILILL6 or PLAN EXA1I!14ER__f_ HOMES 12602 TELECOM E)RIVE, TAMPA, FL_ 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS no= MMMG CM, may, 7M == (M) -ALL IWAL AM RATE MM :OCCUPANCY - MMENT[AL, GROUP R3 CONSTRUCTION TYPE - VB -WN. MWOR FMM - CLASS B -BASIC Tm SPEED - Vult=160 MPH Vasd=124 MPH :wOSURZ C 1-STORY RESIDENCE -2-STORY RESIDENCE MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV, LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLEMEDICYNECABMET ALT, ALTERNATE MFR. MANUFACTURER AMR AMPERAGE MIIL MINIMUM BD BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD MOUNTED CAB, C FNET MTL MET CLO, CEILING NT S. NOT TO SCALE CLR. CLEAR D.C. ON CENTER C PR CONCRETE PL OPERTY LIN CPT CARPET P B. PUSHBUTTON CPT. T. CERAMIC TILE PH. PHONE D. DRYER PLT PLATE DBL. DOUBLE P YWD. PLYWOOD DO. DUAL RED PR. PA R DIA. DIAMETER PT PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL BAD. RADIUS DR DEEP R.A.G. RETURN AIR GRILL DR. DOOR REP. REFRIGERATOR D.SDOWNSPOUT RM. ROOM DTL DETAIL RO, ROUGH OPENING D.W. DISHWASHER SC. SOLID CORE EXT DR EA EACH S.D.SMOKE DETECTOR E EV ELEVATION S11 SINGLE HUNG EQ. EQUAL SLIT SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F C IFX, FIXED GLASS Sim. SIMILAR F.G. FUEL GAS T G SLIDING F FINISH 811 'L S S LIDING GLASS F FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL F DR. FRENCH [MR SEC FTG, FOOTING TEMP. TEMPERED D GLASS THK. MPERE GA, GAUGE THICK GAR DISP GARBAGE DISPOSAL T.O.C. T 01 CURB G.F.I.GROUND FAULT CIRCUIT T.O.P.Toopp OF PLATE INTERRUPTER T,O.S TOP OF SLAB 0 GLASS TYP, TYPICAL GYP H.H.HOSE BD. GYPSUM BOARD ON 0 UNHERWILESS NOTE D BIB OTSE H.C. HOLLOW CORE V.P. VAPOR PROOF HEIR HEADER W. WASHER HOT. OR ITT HEIGHT W/ WITH INSUL INSULATION WD WOOD ENT. INTERIOR W W. WINDOW WM WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION VWA1 2-STORY CM CONVERSION ARCHITECTURAL SHEET # DESCRIPTION OVM DID SET IS&AW PG CI -COVER SHEET GN - GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-STAIR SECTION/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-ELEVATION 'G' FRONT & REAR PG AfG-ELEVATION 'G' LEFT & RIGHT PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -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 emlis 20n FW UPDATE ATE o2sM STONE ELEvATI" ADDED 02/M CONSTRUCTION DOOJIWM I 6"Ab FOOTING REVISION PER K BOUES iMA4M WCOWORATE I -JOIST MAILS 4 FRAMING PLANE MR M. DOWA vi" CONSTR-r-TION DO=IEM ps-16WEP C&WAs BOLLARD DETAIL REVISED OMAS DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A STATE OF FLORIDA PROFESSIONAL ARCHITECT: R01AND 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. =.-s o2lam TmM IDS ADDED To FRAMING &-W 02f4m M.AN MAINTENANCE ST FLA LIVWj wi sa FT. 2ND MA LIVM 1,353 ea FT TOTAL Llvm 2;60 sa FT: &ARAW 483 ISa FT. Dow 64 8a FT. TOTAL 2,1 -11 Ga FT. &10 PA110 Be fia PT. c4/M REvIWD LINTEL SIZE * ENTRY 04UfiS LIPDATED LEDWR DOLT SIZE 4 SPACING 06&M ADDED LED Lr*ft * KITCHEN 8 15ATWROa* PER MAW DOM OW" LEDGER OMT SPACING FEA81EO wxpm ADDED WD LAT= evem PEPLACE UW CONNECtOft WITH SM-04N CONNECTORS 9030SW ft-ASW DETAIL ON SeET 02 OPT. 8'-V QA WAT 0DA011M REVISED STAIRCASE AND STAIR SECTION DETAIL o6l2VM PANTRY DOOR REVISED TO 2-6 OPT. V-Vaa WiT. OYMI 2020 MC UPDATE STRUCTURAL SHEET # DESCRIPTION omm ADDED SOFFIT DETAILS PG Sl-FOUNDATION PLAN PG SLIA-DETAILS PG SLAB -DETAILS PG SI.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.1A-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SNI-DETAILS PG SD1-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION Or THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) An UNCLEAR AND IN NEED OF FURMIER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RN's IN WRITTEN/DRAWN FORM IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR DiTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO Rn's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N . RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 Nis rounDrv. ac MON ABBOTT PARK LOT #26 BLK. #12 I-RoiIECTOP 04181.000-26121 MODEZA 3EEB "2260—EISTON" GARAGE 8TnNG- RIGHT PAGE: COVER SHEET 160 MPH E rounDrv. ac MON ABBOTT PARK LOT #26 BLK. #12 I-RoiIECTOP 04181.000-26121 MODEZA 3EEB "2260—EISTON" GARAGE 8TnNG- RIGHT PAGE: COVER SHEET 160 MPH E GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 1 WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. ft smw= 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL -DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. - 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED I ACCORDANCE WITH A TM D1 7- 1 1. TH NS 55 20 2 E E BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALUFLOOR 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. PLtlllNO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EfEJNOR WALL COV60WS 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 EXT® FMl1lS 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L. FLASHING HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 19a AND R703.7. FM REST MT COR6rRUCf= 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. EKTWJMCELNM 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 SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE 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. EXiBNOR /OFFTfi 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 BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003325- J m l -1 9L733DIP. & LOT: ABBOTT PARK LOT #26 BLK. #12 PEtoizcT 04181.00 -26121 MODEL: 3EEB "2260-ELSTON" GAP.AuGE BlrMCi: RIGHT PAGE: GENERAL NOTES 160 AH E C FIRST FLOOR PLAN SCALE. 1/4' " P-0' umuuuuwl o� SQ.FT. CALL. S IST RX LNRICs w Sa FT. 2ND FLR LNNG 1,353 Sa FT. TOTAL LIVING 2,260 Sa FT. GARAGE 453 SQ FT. ENTRY 64 8Q FT. TOTAL 2,111 Sa FT. SxIO PATIO Be Sa FT. 00 OMMDCLAO0110BDLO 08 M CIIIID6TOMFORSOWW011818 ZOIE OWHOOMM RBMII(B MIN. WINDOW I® B 31/-50 CRITERIA EXTERIOR SWING 0 5 36/-4l DR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31/-35 12'AI2' SOFFIT 1 5 3l9/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 77H ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMMOLDA15OYb0 NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EMIPPED WITH SOLID WOOD DOORS NOT LE" THAN 1 3/8' (35 MM) IN TH1100666, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE • ITS ATTIC AREA BY NOT LESS THAN W02.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Yb.9mm) TYPE X GYPSUM BOARD OR EMIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE LIFER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FRICR 2020 (ITH ED.) 302.1 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,8078 FAX: 407-7744078 www.abdesigngroup.com k AA t 0003325 k $ S � � Q rr IP suBDrv. a LOT:ABBOTT PARK LOT #26 BLK. #12 ROJ=T 04181.00t 26121 MODBLA 3EEB "2260-ELSTON" GAV.&GZ E1pING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH A. C DATE:---B/14/21 8CAL B: 1/4"=1'-0" 2l1MET Al (2) LaYERe cP L4• P'LTWUOD EEe MWINO PLAN OR (2) LAYBM OF D/4' SLIB (D) 2x4 BLOCKNO, FLOOR MATERIAL RIPE MR SOLID NAILNO SEE PRAMNO PLAN SECURE TREADS TO BTRRpER 3/4' TAG&AS FLOOR .. M D' WHOM, • EA GWJrD SCREWED STRNWK WT141101A,DW SHANK PER FASTENER TO EMEIO BEYOND T1I0010" ecFEDULE _ OF "-R'00ft OHEATHING S'-4 3/4' 2ND FII / PLAN / NG RfN7M9 PLAN _ _ _ _ 8'-0' BRYs. HGt. / PRE-ENOT> PLOOItlNO SYSTEM G / (am PLOOR PRAMINO amm) / I' MAX. / (2) 2xS HEADER. SEE NWIM PLAN NOSING / /7 10• / 8T�AII�S RISERS TO CONPORM TO PBCR U / llu EDITION C'MAX. = 42' H. W WALL UV �- / MIN. TREAD• NOM-1 3/4' D/IS' MAX VARIATION N CAP / STAIR DATAi W6111 erflINADS ADJACENT TO EACH W BR • l82' PAN. OTHER D/S' MAX VARIATION IN ANT ItlSLR/MEAD HANDRAIL C"11CILAR M' / I V4' .-V4' U / I®'+ I'' N0861NG OR PROVIDE EMIIVALPM J 3/4' KICK PLATE 2 X 4 RE-INFORCNO OIRABPASI LITY WNDERB- MIN. 6' WIDE • NARROW END MIN II' WDTNI • 12' PROM / • EA 2 X 12 6TRM6ER NARROW END 34' MR1 HANDRAIL NOT. a SECURE .1 S•-V o.C. tim` C I'-4' Ora 'Q 3-2xG OYP STRINGER RESYOPICED W/2X4 SIT 4W-I06W ACCESSIBLE SPACE UNOER STAIRS 81441.1. HAVE WALLS, UNDER STAIR &AM%= AND ANT SOFFITS / aVCGR. DEAD OF COL. / 8 IR1 LA M • u rtH v2 al PMt7� MOAPW& PBCR 33M 1. TOP Ea WMZONTAL RUN 0'-0' FIN. FLR PLATE 0 2X4 ATTACFID SV IOd in MASONRY NAILS • 2X4 P.T. SL.EEPER INTO SLAB WI NN S' OP EACH EIO, 32' OL. MAX BAR DETAIL A BGALE, V2'•1'-m' B STAIR SECTION HANDRAIL • 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL ESE NO LESS THAN 1 1/2' AS PER FBCR R311.1.8.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1#'3 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 HANDRAIL SECTION C BCALE:3/4'"I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774fi078 FAX: 407-7744078 www.abdesigngroup.com AA p: 0003325 BVswv. Aa LOT ABBOTT PARK LOT #26 BLK. #12 PROJECT 04181.006 26121 MODEL 3EEB "2260-ELSTON" GARAGE 8V#MG: RIGHT PAGE: STAIR SECTION/ DETAILS V.160 MPH FAN C MAI II rsaaaa-a- 8 14 21 DATE: 8CALE: 1/4"=l'—O" Al A 23'-II' BLD HGTh 12 9 SWINGLE ROOF 1 m' -." sm-mal .1-1.1 4' RAISED--/ u u BAND ITTP.J a a 0 0'-0. FIN. FLP-hl FRONT ELEVATION—G SCALE, V4 . I'-0' TEXTURED FINISH 'SPANISH' S>OFF RI�T TYP. IS'X63' FYPON DECORATIVE 8HUI V R NT OR 6' RAISED BAND OPT. COACH LIGHT rw 4' RAISED BAND 2ND FLR BpS�THs u I� II A r II V-4 3/4' D , `'' I I ,�9'-4 314' 2ND FIB2N- --- ------------------ FIN.'L, FLR 8'-0' IST FLR BRu.HGT. --- - --- ------------'-- BRG.HGT. . I III co m II II FIN. FLR ,i0'-0' FIN. FLR _ _ _ _ _ — _ _ _ _ _ — _ _ _ _ _ _ REAR ELEVATION—G SCALE, 1/4 • V-0' MOINMED FINISH AREA OF ATTIC = 1425 SQ. FT. NET FREE VENTILATI ON AREA REQUI RED = 1/300 REQUIREDVENTIATION AREA 142S /No = 4.75 VENTILATION AREA XSQ. IN04ES PER FT,(144) a 684 SQ IN. WN. REQUIRED VENTILATION = .5X 684 IN UPPER PORTION OFATTIC - 342 SQ. IN. OFF RIDGE VENTILATIONAREA = 115 SQ. IN. PER VENT 342 /US TOTAL# OF VENTS RE QUIRED = 2.97391 TOTAL# OF VENTS PROVIDED - 3 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) IR• THXK 2 COAT CEM®dT FEASTS! APPLIED DIRECTLY TO MAASOONFT 4S14' ClALV. 'L'-TYPE PLASHNO SET N ROORN6 Collow FIOER9LASS 6100LE6 WMDERLAYM84T AS PER MOM 2X6 6YP PT LEDC*-R IW WS.LI. ROOF SHEATMM Twu:lomS6 IAk6• TWPVACW ROD X AS POHM SN ER L eECURED PER WFMN W OF EACH II416H FAATENE!! SCFIDULE —\ END MAX. SET N 61~ 6PT6ON L.SU-26�------------- STRENGTH E)0-OXI- OR --- ER NATION 2X6 6'!P PT L2DGER IW MN. V*' OG6 SFEATHM v2 AW THRISADED RDD dija T TO SE esaGaD TO 32' O.O. 4 MTHIN 6' OF 2X► MEMEER6 UV Gd NAIL.6 EACH END MAX GIST N 3' OG. • rml ETS! V-4' 6MPSON HIGH 6TREFYLTH GRIPSON L.U6-26 ILV (4) IOdy MKPO)Cr W MN S•OED. TO LEDGER AND (2) IOd'# A C WN EL FCR eOFFIT a OVERHANG DETAIL ENG6EERED WOOD TRU66EG • 24' O.C. MISMrc SHOP DIt4WIN06 SEALED DY PROMMICNAL ENWNWR "REVIEW It AND C4211ENTS PLYUCOD 6HEAhIMG SEE 6TRlCTURAL MD RR HGT. _ y - - — ROOFNG AND Fq A6FING UY DRIP TRra s7wu's u0 A, allo ss EDGE PER MNPR M41cetANT I E RE4:LI GMAGONW M 6TOW11 #AL FASCIA WRM PAeCIA I- DRF.AK PETAL snuo� LyAn bd. 2x6 WOOD FASCIA SEE 6TPDXMRAL FOR FA6TlNER6 VENTED SOCMT PER ATTIC CALC'6 V2' TWM 2 COAT CEMENT PLASTER APFl.IED DIRECTLY TO MASONIlI' RAISED TRM PER M"ATIOFI6 MD RR WNDOW PER PLAN DETAIL (��ZA 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77446078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 g BUBDXV & LOT: ABBOTT PARK LOT #26 BLK. #12 P1iOJNCT 04181.00 -26121 MODZL: 3EEB TF2260-ELSTON" GAP-4GR OWING: RIGHT PAGE: FRONT & REAR ELEVATION It F 160 MPH EXP. C ai VO 9370� J D � 6/14/21 MCALE: 1/4"=1'-0" MEW= A3 G OFF RI® Il'-4' 2ND FLRr, ��----- Il'-4' 2ND FLR B;i sHGT. a 9'-4 3/4' ZND I I �S ,�9' !. 3/4' 2ND FIN. FLR -----�-------------------------------- -------- -� FIN.F� 8'-0' IST FLR IST FLR B— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - - BR's.THG 0 11E — — io 9 2_0. 0'-0' FIN. FLR,, I I ,i0'-0' FIN. FLR Q-- — - — - — - - — - — - - — - — - — - — - — - - - — - — - — - — - - — - - - — - — - LEFT ELEVATION—G 8CALE: 1/4 " 1'-0' TEXTURED FINISH OFF RIDGE T \\� s TYF'. I�'-4' 2ND FLR, 0611;RG. 4' 2ND FLR ------ HGT. v 9'-4 3/4' 2ND r `" I I 314 ,i9'-4 3/4. 2ND IN ------ 'IN. - ----------- ----------------- --- ----- -�---- - FlN 8'-0' IST FLR, ----�fB ,�8'-0' IST FLR BRCS. HGT. - - - - - -------------------------------------------I 0 2--0. 0'-C' FIN. FLR I I 0'-0' FIN. FLR RIGHT ELEVATION—G V -1-0 XTURED IMINISM I i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwZbdesigngroup.com AA k: 0003325 r o IL I BVHDIV. ac LOT ABBOTT PARK LOT #26 BLK. #12 PROJECT 04181.00 —26121 MODEL: 3EEB "2260—ELSTON" GARAGE BWMG: RIGHT PAGE: LEFT & RIGHT ELEVATION „G" 160 MPH M. C t� v raw W DATE: 8/14/21 SCALE: 1/4"=1'-0" Mn A4G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES EEV CUTLer 20 AST •NSLE FOLK lwvv ounxT IIOv ONILET m OF OUTLET NI® To SWTON �4N IIOV OUTLET 220OUTLET(4) V OU (4) RUNS CON ICTION yyp� aR qMW"`TM Wo` NIMnFAL T SURtCAH $WTCH S-"T OFO! 6MC14 4-WAY OF"t 1 � 1 0 a" MOLNM Law CEILNa LIOMT © LED CLa LOOT LW VAPoe ©v' PROOF LIWR O yP VAPOR PROOF LIONT ORACMS® CAN eVANT. MN I o. PIER &L Pr. 'PAN WhIWHT IaMMR6mFT. V mxnm (RPAC'1 TAD AY 2-ELLO WRAP ® L AUROIFO ( ) 2-ALLA WRAP' -MULD ( MNTJ v PLUORRRaNr W R.UOIlbolmr p 4' TRACK Low MomC PANEL sib METER slow DEIQC7Ole man-o ! WM.L MONNW smom OETECTON RATr_ Raec-Ir W-Him m ®ROONCONIECTED S(CG 0 0lIOCTOR Cp'� SNeLL K A DRTMNCE OF NOT LEM THWJ 4• rpm WALL PI RANT LIWR HAnPAL ass OutLIT TELVHOIE JACK WN ROI" 1 MR COID(TONNa DlacoWACT Offs. MR! FE TELEVINON JACK CaLms RIOX JO 1 AO1f TO ACCORDANCE NOX KAPP= AA SUCH FOR CCRJNa FANLI&T TOIADCmg9WJCX WW DOX M JOW AS A CH FOR R4G4 24• N-ANONS IIR 1-ma sTRR• 26• NCAioEeceNT LklNT STRR• ennnonnnn 4V NeANDNICI NT LIWR STRIP FLOOD LRHT -- OPT. RED/CTY 1aT'►AD • P8 PmwwrTON Foe GNK! IAA Pow • LOCATION OF TV JACKS N PHONE OUTLETS 4 FANS TO CE VIRPIED • NOMEOL ER PRE -CONSTRUCTION MIETN& • ALL E e 20 AMP ORANCH COMM TO W ARC FAULT !PROTECTED PER ELECTRICAL PROVWCM OF I S= TTY !DI'IPON ne2e) NEG 11Al2 Zen mlTrst • 20 AMP D®GATED LAUNDRY CnCW. • aw • SLA D (NOT ON KITCHEN CNNOXT) • DISMUAONIOR DISCONQCT TO AE LOCKOUT N PANEL • SATMCQI 1)"AUST FAN TO "VIE MN CAPACRY OF Be cl" NIORSTTONT FOR ELECnECAL PROVINON6 OF SECTION MAST) PACIe'nM.l EDInON r2e2e1 • LAUDRY ROOM RECEPTACLt SHALL EE aROUD FAULT CIRCUM NIeRRS•IER PIROTKTIONFSPODONNEL FOR ON M W NON FETALLIC CARLE PER ELECTRICAL PROVSI" OF MM ITu ®r2e2e1 • ALL WOW TO COMPLY Wnl ELECTRICAL PRDVSCNM OF THE PSM Ina ED (2QW1 ALLIA aum OM AND • I!! Or LtlHTNe MUST E! ENEMY aN = TTPE PER LT mad ad" PAll I I , ON i �D CHAT%= • z PRE -WIRED CLG FAN r [ ' ---------- I L L I TCN IN ---- • I I CABINET 1 — — 1 urcm 1 TLET I L 14 WIRE Fm DW To PWM W/OUTLET FOR L L [ FUTURE M. WA r I / CHIME ' I OF POY1Et 0 I I \D LED LIGHTING PEDESTAL SINK PaPICK FOR GRIME i --r--M---- 1 i 1 --- I METER ffiP1RY GARAGE FIELD VERIFY I------ -- WI LOC. r.T-+ IRRIGATION GARAGE OUTLET • PROVIDE 39[0 CU, THUN . FS CU IN2• DOOR 48' AFF. -4/0 AL, TruN .PIS CU IN2• CONDUIT Cl ' PREWIRE& (CONDUIT TO 7ER11NATE ADOVE wwr GFI 150 AMP ELECTRICAL RISER \` NOT TO GCAL! DIS[:OMECT emycill AND aQERAL NOTIM M ELECTRIC METlR N O \ A ELECTFWAL MATQft" ADD INSTALLATIONS SHALL I.CMPLY W TW NW TRICAL PROVISIONS CVMG FEC'd41TH1 NE•LA M ENCLOSURE [DITION [2 nW LOCAL GODES, AND ALL LOCAL POWR -------------------- COMPANY PROUNISME A ROARP \ E. ALL CONDUCTORS SMALL 9W TYPE TNNNM W UNLESS NOTED OT Me _ OPT. IRYASG /elvlCE ONTRANON CauF-m LLrsl4T POUlIR COMPANY NTERST'S LL-.-- TERISW- AT LOW FIRST FLOOR ELECTRICAL PLAN GRAM VOLTAaEeoNeECTIONE SCALE. V4 • V-® EO AMP. O0440 VOLT. I CA" TELEVISION SLRVICE MaIRANOE EOUMFEHT 1 V CU SERVICE aROIND CON ECTIED TO COMO" ENCASED P007ER STEEL PM ELECTIRICA . PRov*l" OF THE Pam Tm EDRION r2e202 SAY' DIA X S PT LONG COPPER CLAD OROUD ROD 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA X: 0003325 J RON r BOTT PARK LOT #26 BLK. #12 MODEZz 3EEB "2260—ELSTON" GARAGE 9 WIIdG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN JrAsiA W 8 DATE 1421 / 8OALE: 1/4"=1'-0" 9HEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e MV OUTLET 20 AMP MOLE FOLK nov Ounsr y^ nw �� V/ OF OMAT KIND -tj TO aurcw MF IIOV OUTLET NTWWPNT (TAMER YM ZWV OUnXt r4) UM CONOCTM III OR ow UN.11INFRTOF opm PROUD %4LT NTa1Ma1TER MATCH MATCH 9-U)A.T OPM W4 MATGT 4-AAT OPM b vNl MOINIED LAW CKILNG LIGHT p LED CA LIGHT Lap VAPOR ONp MWOF LOW O vp VAPOR rRDa LIGHT OuN eVSNT. MAN I CIM rER.a Ff. vee. PAN oH.Iawr I C1M F!R ao rr. Too Dr (&-=* nu FLUO ceNr 2-M" MAP ® eD� ARouD rRKcee EKI AROI/D 2' K.UOIlMCKNr 4' RLOICMCO�T C 4' TRAOK LtlM 0 rAtEL Qsa. a mnbavR IIILNMiM1 1 w 1 K4LL Mmm R-h" v*TMcwR ® O�CA7 CAMMM MONOWM cow C01'M SMALL M A DNTAN= OF NOT Una T4M 4' PFOM UML PDDAM LKNr LIB NATURAL a" ► Tna+IDIe.IAAuc UN omcopmwt AIR CONDITION Ow:ONiOf SEE A14U ON F� Tu.MVwONaAOc CaLwa OR TO M MIrFORTED N O U-KOX 66CM.N !V= Ewa sTRIr ..' MAND100rT LIGHT sTRlr nnnnonnnn 4w NG.10MMew Law aTRP• —L— OFT. eacumlEl T KE'TPAD I-p r,. MOMA WN FOR 0011* Uen FORT • LOCAT" OF TV MOM 4 RHMM OUTLMTa 4 FANG TO M . wo EODlR rm-GONM,1l1CTIDN • ALL : 20 AMP MAHCw CINGUITa TO M ARC FAULT F•laOTtG7lD PER ELECTRICAL PROVINONM OF MM Mfr DEDICATED LAUMMY C"=UR. • GR . HELD rNGT ON KITCHM CNKWI • DIMNUASHER DISCOPNEGT TO M LOCKOUT N PANEL • OAAwoaa 00440T RN! TO M4VE MN. CAPACTTT OF a0 OM NTEIl9R@TT F!R ELEGTI WAL PROVUNTNa OF SECTION MG&M • �l LAUNMY ROOM AROUD FAULT GIRLLIT-mapoo rm PROTECTION FOR rwatc ON F� • UIIRM METHOD 6H" M NON METALLIC CANS MR l4EGTIUC.4L rleovlMIOTM Q • ALL A7RIC TD COFS'LT W1M ELlC71tlCA1 FROVUKNa SECOND FLOOR ELECTRICAL PLAN E• 1/4' " V-0 /-----------•\ I. I I L L I I i I -- LED LIGHTING C DBL. LAV. BATH 01 � L � I r I i I L � I \ LED LIGHTING Cap DBL. LAV. BATH 4 1441 N. RONALD REAGAN BLVD' LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 ounDiv. do LOT: ABBOTT PARK LOT #26 BLK #12 PROJECT 04181.006-26121 MODEL: 3EEB "2260-ELSTON" GARAGE MWMG: RIGHT PAGE: SECOND FLOOR ELEPCTRIICAL 1 H C IA DATE: 8/14/21 SCALE: 1/4"=1'-0" 19HEET E2 OND r--------- I I 38'xbm' (------- I SHWR PAN m117 m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH:407.7748078 FAX: 407-7744078 www.abdeslgngroup.00m _ AA N: 0003325 J S 39VHDI�*. da 7AT: ABBOTT PARK LOT #26 BLK. #12 PROJECT 04181.006-26121 i[ODE7s 3EEB "2260—ELSTON awRAaE sVrres: RIGHT PAGE: PLUMBING PLANS 16 H E Cl DARE E: 8/14/21 SKEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT S"LL M PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER I'M REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH CsLASS PAIS 4 MASTIC. AND INSTALLED AS PER FBC 'NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS 6"LL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NIFPA WA 2-3.1 4. FRESH AIR INTAKES V".L NQT BE LOCATED CLOSER THAN 10 PT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO I E RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND ISE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MF& REC.OMIMENDATION& AND MC 'ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCNG DAMPERS. II. DRYER BOOSTER TO BE A PANMC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC IOR WALL ETURN ON AND LIQUID AIR SUPPLY GERANT LINES AIR HANDLER IOR WALL VC CONDENSATE DRAM LINE TMECHANICAL EVAP. TRAYLEEVE TO LINES BELOW SLABIGERANT LINES TO PLATFORM CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 1TH EDITION (2020) CHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL PL. FIN. FLOOR OR WALL BRASS PLUG —"�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRA66 TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (T LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 010 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPCONS GONUNIT SIMPSON WIS ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE Vd' gHT. j"PITL.. SCUIB f 2) CONDENSER UNIT CONNECTION TO PAD NOTE= MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' PROM STRUCTURE C.O. PLUG FIN. GRADE OR PAVNG SEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE A8 REQUIRED ZEXT. GROUND CLEAN -OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD.! LONG WOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup. L AA 0 J �' o 2X4 TOP PLATE ®® 3 TOR D IR' DRYWALL S/D' TOP CINANNFL (25 PRE-FAS TRUSS G.4) 144E N. RONALD REAGAN BLVD. ��CLCs. BOARD cO•loe el/A LONGWOOD, FL 32750 s Oro' oR 5 9ro' METAL STUpB DRYWALL rW2- n74K to COAT #• cru eu PH: 407.774-6078 NOTE: STUDS IN 24. OL. 20 GA METAL TO B! K y� �® eT I CTIML role FAX: 407.774 4078 PARTITIONS SUPPORTING STALLED IN WALLS R• www.abdesigngroup.com N' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER D Dro' OR D r�neoNei �'� TO PILL AA #: 0003325 CABINETS AND TUMAN40U R 25 5' DIA. SLEEVE, oaL AS Fee FIXTURES AND WALL GA. METAL TO BE INSTALLED s/D' °� CHANNEL D DO NOT GUT �T CABINETS SHALL BE NOT IN ALL OTHER WALLS STUDS A T SECURED REBAR »o LESS THAN 2x4, WHERE TO BE SPACED AT 2ND FLOOR WALLS ADJACENT TO FLOOR UU 9/4' PIPE WAnee snug SECURE BT 2X4 111000 SPACED NOT MORE STAIR WELLS AND BATHROOM PAP N TO w r1oLL.0►n ALL PLATE r0 SLAB STUDS •24• THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH UOOD FLOOR BOND BEAM O NOT GUT { FNC e1 uH ro e au Lt• � t~.) V Wd MASONRY o� LESS THAN 2x6, WHERE IW V4' WOOD SOLID GROUT THE BOND NAIL • 52' oa ou aeLv. anal " SPACED NOT MORE W1000 BASEBOARD S� W/ CI)- s5 _ BEAM ; `� Fasieeo rro» THAN 24. O.G. (2) COURSE _ _ REBARS WOW JAM FIRM aALv. eteeL 0VW%*A0 DO! wrt �� MFR7YAI. R7G tleeac ' r BY aneRs FIN. FLRjr FINISH FLOOR APPROVAL RRQ 1—STORY TYP. INT. WALL 1 TYP. INT. WALL NON—BRG. 1A METAL STUDS NON—BRG. 2A PIPE THROUGH BOND BEAM 26 GAS LINE THRU BIACK a GARAGE DOOR JAMBS D1 SCALE. 3/4'-1'-0• D1 SCALE, 3/4'.I'-C' D1 SCALE: 3/4'•1'-0' D 'QAL' a"'• — D1 SCALE: 1 1/2'•1'-O' b FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX WITH UNDERLAYMENT WITH IRLAYMENT SECURE W/ (2) 12d NAILS AS PER FBGR wb.1.1. �\ U) FIBERGLASS SHMI-ES AS PER FBCR 906.I.L ROOF SHEATHING • EA END ROOF SHEATHING THICKNESS AS PER W FIBERGLASS SHINGLES WITH UNDERL.AYMENT AS PER PBCR B0S.1.1. THICKNESS AS PER 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS SHEET SNL SECURED PER Q WITH UNDERLANGLES FBCR ROOF SHEATHING ROOF SHEET SNI. SECURED PER FASTENER SCHEDULE FASTENER DULE AS PER 906.LI. ROOF BHEATHMCs NE88 AS PER SHEET STIFFBACK AT ALL UPRIGHTS I THICKNESS AS PER SHEET SNI. SECURED /a, GYPSUM ISO SECUREDD PER FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER SCHEDULE OR 1/2' HIGH STRENGTH CL G. 2x FASCIA PER V 9• MAX PRE-ENG LLD. TRJBB Ax 2x FASCIA PER BOARD ELEVATIONS o. ELEVATIONS 11 If STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMSFOI WALL SHEATHING CONT. 2x RAT RUN SECURED PER 1°r�- ' TRUSS INSULATION R-VALUES PRE- ' TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING BUBDIV. NTa X1074 MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR NSUL ATION R-VALI$S THICKNESS AS PER ABBOTT PARK 2x FASCIA PER TYR PER ELEVATION 2x FASCIA PER FASTENER SCHEDULE ON SWEET SNI PER ELEVATION BHEEr 9NL SECURE PER FASTENER SCHEDULE LOT #26 ELEVATIONS p.H, ELEVATIONS PRE-ENG GABLE TRUSS W/B• GYPSUM BOARD OR I/2' ON T SNL BLK. #12 VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH cLG BOARD PRE-ENG. GABLE TRUSS .hµ 0416E OTV-26121 WINDOW ATTACHMENT WEEP SCREEDAS PER STRUCTURAL DEDTA SPECIFICATIONSMANLF 2x P.T. SECURED PER 1[ODEIe f R-4.1 INSULATION STRUCTURAL DETAILS 3EEB REFERENCE I I WINDOW ATTACHMENT AS PER .. „ 2260—ELSTON STRUCTURAL MANUFACTURES SPECIFICATIONS RENGE GARAGE ®THING: Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. 1/THICK, 2 GOAT ND bt2 P.T. FURRING - RIGHT g• GMU CEZ APPLIED PLASTER APPLIED STRIPE • 24' O.G. PAGE: 1/2' THICK, 2 GOAT PORTLAND IR' GYP. WL- BD. DIRECTLY TO MASONRY I/2' THICK, 2 COAT V2' GYP. W.. BD. CMU CEMENT PLASTER APPLIED PORTL4PI0 GEMENr WOOD BABE DIRECTLY TO MASONRY WOOD BASE AMASONRY DIRECTLY Two DETAILS 0'-O' FIN. FLR� i. 0'-0' FIN. FLR 0'-0' FIN. FLR.,I 0'-0' FIN. FLR ,, ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS 160 H C .. •. NG EINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE I -lib IN 4%' :.` ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 L a a NTH EDITION, SECTION R301.13 �.a' a' 1TH EDITION, SECTION R301.13 AND IroOSB.1. AND 16095.1. ti W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION �r B NO OPENING B NO OPENING NOTE NOTE METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE 3k/4'•I'-& UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4'"1'-0' UNDERLAYMENT IN ACCORDANCE A, WITH FBCR S015.1.1.1 OF THE FBCR WITH FBCR 908.1.1.E OF THE FBCR AR 2020 'ITH EDITION IS 04 WHICH USES 2020 iTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04569 TYPE III TYPE II OR ASTM 0486E TYPE III g 14 21 D / / OR TYPE IV UNDERLAYMENT. OR tYPE IV UNDERLAYMENT. 8C : 1/4"=l'-0" 81KEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES U114 UUNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 905.U. AS PER FBCR 905.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNLSECURED SHEET SNL SECURED PER FASTENER PER FASTENER 60-IEDULE SCHEDULE PRE-ENOULD. TRU E'ER FRIE-ENG Vo. 24OG. MAX. ER 24' O.C. MAX. E[EV,B;TION 'reLEVATIGN METAL DRIP EDGE METAL DRIP EDGE-� BATT INSULATION - BATT INSULATION 2x FASCIA PER REFER TO ENERGY ?. REFER TO ENERGY ELEVATIONS CALLS FOR VALUES 2x FASCIA PERCALCS FOR VALUES VENTED ION. I 5/8' GYP" BOARD ELEVATIONS o 5/6' GYPSUM BOARD SOFFIT Trrn. OR 1/2' HIGH STRENGTH n-p. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT ? Ix2 FIRE -STOP STRUCTURAL -4.I IWSUL. I RENCE -4.1INSUL STRUCTURAL w w w WINDOW ATTAC 4 ENT w AS PER E MANUFACTURES SPECIFICATIONS } STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK 2 COAT tt AS PER ANDNAILING IR' THICK 2 COAT .�, g SCHEDULE PORrI.AND CEMENT j SCHEDULE PORTLAND CEMENT } E PLASTER APPLIED J PLASTER APPLIED �> DIRECTLY TO w DIRECTLY TO w MASONRY m MASONRY w m DCl FIRE -STOP ATION 00 FIRE -STOP ATION SEE STRUCTURAL 7-rELEVATION SEE STRUCTURAL R R ATION " 5/S' GYPSUM BOARD 5/8' GYPSUM BOARD OR IR' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD GLG BOARD — — PER EVATION W FIRE -STOP DQ FIRE -STOP R-4.1INSUL.\\\--R-4.1I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK 2 COAT I/2' THICK 2 COAT CEMENT PLASTER APPLIED ` Ix2 P.T. FURRING PORTLAND CEMENT Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED STRIPS • 24. OG. MASONRY g GMU DIREG e' CMU MASONRY 1/2' GYP, WL. 50. LIV GYP. WL. BD. WOOD BASE IX2 PORTLAND FIRE -STOP WOOD BASE 0t2 FIRE -STOP - 4 4 . 4: 4: n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•I'-C' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 fP b d =L 2X6 P.T.. CENTER OF DOOR HEADER SECIRAED tw (V V2' x V J-BOLT IW 4' MN EP' MMXl NT W( 2' X 2' X V6• WASHER H MIT OR W/ (2)1*' X 6• ANCHOR MOTS, WV 4' MN EMBEDMENT RV 2' X 2' X VS' WA6FER H NUT TO ELK W ® 1/4'TAPOOM I V2' E'BBp, S' O.CM 4' DO DIET, I V2' EDGE DIET. ® SIEE 2X6 GARAGE POOR MUCK 8150, ED WI (5) V2' X S• J-BOLT OR ANCHOR BOLT6, W( 4' MN EMBEDMENT, WV 2• X 2' X V6' WASHER 4 NUT. (0 WITHIN S' OF TOP, (IWITHIN V OP THE DTM, ® EVID LT 6PACED. l . NOTES, ALL ANCHORS SHALL Be IN ACCORDANCE TO MANFAGTRlR'6 M6TALLATION INSTRUCTION WHERE SUCH MT RUCTIONS AM MORE 6MNMW GARAGE DOOR 1 BUCK ATTACHMENT V2' DRYUUULL Ihc4• S' Q'TU DOOR DOOR b4 P.T. OR 6/4'X4' MN NOTE, SHIM A6 NEEDED TO PLUMB B JAM(DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" ToupiO BLOCK +3/4" OR + /4" 2X4, ME SECURE TO BLOCK WV 3/16' TAPCON6 MN 6HIAK SIZE.I46 MN HEAD 612E 300 MN EMBEDMENT VW) WITHIN N OF EACH END N 10' OU:. MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCON6 MN 12E U4 SWANK 66 MN HEAD SIZE00 3 MN EMBEDMENT I V4') S. CMJ WITHIN S' OF EACH END 1 It' Or -MAX SPACING- W' DIRYW4LL 2X& coo I'X4' SECURE TO BLOCK P.T. NAILER WK2) 9/b' TAPO" DOOR CASING MN 6HANK SIZE J45 MN HEAD SIZE 300 MIN. EBEDMENT 1 V47 UTHN S' OF EACH END N b' O.C. MAX DOOR JAMB OR WINDOW �'��' ATTACH TO 2X PER MANUFACTURES, DETAILS. B NOTE, SHIM A6 NEEDED TO PLUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" n IIIIiD011 TO BLOCK +1 1/2" 2X4, m SECURE TO BLOCK W/ W16• tAPCONS MN SHANK 612E .H6 MN HEAD SIZE 3W MN 11MIDEDMENT 11149 WITHIN S' O° EACH END 4 b' O.C. MAX SPACING, 2X6, B NOTE, SHIM A6 NEEDED TO PLUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" n IIIIiD011 TO BLOCK +1 1/2" 2X4, m SECURE TO BLOCK W/ W16• tAPCONS MN SHANK 612E .H6 MN HEAD SIZE 3W MN 11MIDEDMENT 11149 WITHIN S' O° EACH END 4 b' O.C. MAX SPACING, 2X6, SECURE TO BLOCK W92) SAW TAPCOIS MN SHANK SIZE .146 MN HEAD 61ZE 'J00 MN EMBEDMENT I V4•) WITHIN S' OF EACH END S' cm N B' OG MAX SPACING. V2' DR'TUIN.L MA4E ❑ IEC GKCWTO BLOCK wK2)s/b'TAPeON6 P.T. NAILER MN &HAW SIZEJO T/b' OAJB. X 4' MN MN HEAD SIZE 3M MN EMBEDMENT 1 V4') DOOR CASING WITHIN S' OF EACH END 4 W = MAX BPACW4S, DOOR JAB OR WINDOW ATTACH TO 2X PER MAN FACTUE6 DETAILS, NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/10" n11B'iD01► TO BLOCK +1 15/18" 2X4. m SECURE TO BLOCK W SAW TAPCON6 MN (HANK SIZE J46 MN HEAD 612E 300 MN EMBEDMENT I V4•) WITHIN 8' OF EACH END 4 W Or— MAX 6PACM1 NOTE, 6TRUCTRPA- 2X MUST BE 2X1, m ON OUTSIDE N SECURED SEGUE TO BLOCK THROUGH NON-071111,CTURAL WK2) 3/16' TAPCONO 3/16* TAPCOJ MN 1-1/4' EMBEDMENT INTO BLOCK MN SHANK SIZE J46 MN HEM 612E 300 MN ]EMBEDMENT I V49 wTUN N CP EACH 00 S' as N IS' = MAX 6PACN1 V2' DRYWALL 6EGRE TO BLOCK WK2) 3/16' TAPCON6 P.T. NAILER MN eH1ANK 612E J46 DOgQ cgy1NG MN MEAD 612E 300 MN E'BEDMIDNT 1 V4') 0THN S' OF EACH END N IS'Cr- MAX DPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PE! MANUFACTURES DETAILS, NOTE, SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" /,;11ID,iDOIf TO BLACK +2 1/4" 2xM m SECURE TO BLOCK W13AW TAPCONS MN IHANNK 612E 10 MN MEAD 612E 3M MN ETBEDMEIUT I V4') WITHIN 8 OR EACH END 1 b' OZ. MAX SPACHM 2X6, m GROUPS! TO BLOCK WK2) 3/16' TAPCON6 MN SWANK SIZE J45 MN HEAD 612E AM MN EMBEDMENT I V49 WITHN S' OP EACH END 0' CHU 1 is' OG MAX 6PACNG. �' DR!TIUN.L RE ❑ SEC, SECURE BLOCK 1'X4 ' ' P.T. NAILER MN SWA K 61ZE.NI DOOR CASING MN MEAD SIZE 300 MN EMBEDMENT I V4') WITHIN W O' EACH END 4 b' OL. MAX SPA.CNG. DOOR JAB OR WINDOW ATTACH TO 2X PER MAMPACTUE6 DETAILS. NOTE, 81494 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAIM TO BLOCK +3" 8 Tmanow •m TaTnrt( +v" 2X4, m GBOUE TO BLOCK W/ W16' TAPCONS MN SHANK 612E .146 MN HEAD 60Z 300 MN EMBEDMENT I V4') WITHIN S' OP BAC 4 END 1 IS'Or— MAX SPACINI NOTE, 6TRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE N SECURED SEGUE TO BLOCK TARO" NON-bA' WA 2) 3/16' TAPCON6 SAW TAPC.ON MN 1-1/4' MN SWANK 61ZE 346 INTO BLOCK. MN HEAD 612E 30O MN EMBEDMENT I V4') 6, CAA! WITHN 6' OF BACK END 1 N' O.C. MAX SPADING. V2' DRYWALL 2Xb m 1'X4' SECURE TO BLOM P.T. NAILS! WK2) E/16' TAPCON6 MN A" A? SIZE J46 DOOR CALM MN HEM 6123! 2" MN EMBEDMENT 1 V4') 2ND iX SECURE t0 MEMBER WV(2R2d WTNN BTRUCTRK S' OF EACH END6' TO S' O.e. MAX DOOR JAMB TO BLACK +3" s1Tl RAW To Tanrr 4'%" 2)(4, m SECURE TO BLOCK W/ 1/4' TAPCON6 MN SHANK 612E .HD MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN S' OF EACH END 1 ID'Or— MAX SPACING. 2X6, SECURE TO BLOM WoT2) V4' TAPCONS MN SWANK 61ZE J45 MN HEAD aim 300 MN EMBEDMENT 11149 WITHIN 6' OF EACH END 4 b' = MAX SPACING 2X6, I== SECURE TO BLOCK WK2) V4' TAFr4M MN SWANK SIZE 346 MN HEAD SIZE 3M MN O'1DEDMENT I V49 WITHIN S' OF EACH END 4 16' Da MAX SPACING S' cm V2' DRYWALL VX4' P.T. NAILER T/b' OAA. X 4' MN r DOOR CASING DOOR JAB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/18" ` oOR TO BLOCK +3 7/16" 2)(4, WE SECURE TO BLOCK WI 1,14' TAPOONS MN SWANK SIZE J46 MN HEAD SIZE JIM MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH Do N b' OL. MAX SPACING. 2X6, CM SECURE TO BLOCK WK2)1/4•TAPCONS MN 6W ANK SIZE J46 MN FEAR SIZE 300 MN EMBEDMENT 11149 WITHN S' OF EACH END 4 b' O.C. MAX 6PACING. 2x6, SECURE TO BLOCK WK2) V4' TAPCONS MN SWANK SUE 346 MN HEAD 6W1 3" MN EMBEDMENT I V49 WITHN S' OF EACH END 1 b' = MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 6/b' TAPOON MN 1-1/4' EMBEDMENT INTO BLOCK 1.. V 6• eru v2' PIlYWUALL El F.T. P.T. NAILER P P.T. X 4' MN DOOR eA6NG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTRB/ DETAILS, NOTE, 614111 A6 N1010110 TO PLUMED JAMB (DO NOT EXCEED 1,141) DOOR JAMB TO BLOCK +3 3/4" n�OR TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 f t sxmDIV. & LOT: ABBOTT PARK LOT #26 BLK #12 PROJECT 04181.006-26121 MODEL: 3EEB "2260-ELSTON" GARAGE sWING: RIGHT PAGE: DETAILS 160 XPAHL EXP C IT D � 6/14/21 SCALE: 1/4"=1'—O" INSTALL P ASTM M (CLIPS; y�L STRAPS, STAPLES) AS APPRd✓EL BULDNS IUTAP RLOUIRpp TO SNNCLM LNG, PIPE/ WINE TO MEANING, MW.L M LAPPED A MNMIM OF �' r' a vlMiCAL LAPS (ROLL UM LATEI'L Ill 4 r' • HORIZONTAL LAPS. ALL SEAMS Pleb TO BE TAPED LATH vERncAL LAP TO ICE I' $^NOOo Ull At WITH PORnWR SHEATHM TAPE WM LAYER a, RwrH09! / \ IAA DM PAPM a PPL9'OVIIW CONTROL JONT — 3 COAT CEMENIT METAL LATH L FLa+ae of camrx JOINTS T , BE WHILED nt9 TO LATH . S PLASTER \ WM Laren n, PglTEImER r�1r SELF-alONaelNe Ma'eJR" PLASWM OVER 4.4' SELF-Ap44 I MEMBRANE OL. MAX (VERT.II NOTE, DO BNU.D2.16 PIPER l4.ASFNND OVER APPROVED NOT PASTW CONTROL JONT TOFlTAL unlNam \ •exTan ALD REAGAN BLVD. WALL EVEN P STUD DOSTS / FL N�oT aNtO Plrf PL 780 MYOW EXCEPT STAPLES LLV LIS MAY DE USED TO Till APPROVED METAL. LATH FASTENED oil (VERTJ Ox MAX X I4'x4' SELF-MVaDtMQ' MEMDRMIe07-7746078 07-7 0 SECURE CONTROL JONT Ar SUPPORTS XFLASHSIm ov1dR APPROveD 07.7744078 CXRINW INSTALLATIONYLlD LATER ti HOUSE WRAP. PLAIIHM TO �� °MO designgroup.com K"TE.BM TO BE SPACED STJCCo WRAP METAL LATH 8: 0003325 .roc MAX vElenuLLLY I SEE u►)CD SHRATI-M I i' TFNNCIG s coar cer,EwT 11L' cadT. BEAD of seaLlxr 1 AweFAB LAyBR n. PORrIR SER . / RIM LAYIEI ti STUCCO WISP I I PLASTER MEAL LA1N LAYER � EIDER INSTALL APPROV= NOUBOMW AIR INPILTRATION DAldilER OVER ELASOWATTOOrERNC COATM OVER STdocni GUII.pNIi PAPER --.� _ ^ .. - _. - WM LAYER Q G.V. FMIGM (SEE TYP WALL SECTION) STUCCO WRAP \ s+iPT'ewL LATH GONT NOT r•to a' vTO S. eFEA7H MOOD N6 n��*�MI PE SEC ON SECTION d�trYSm� tl�YIM TFIIpNON CONTROL \ or m oama X p aabr the laws Ieut e14ALL � fi70FIalD Alm with shall comply with IM applwetion shall a TIED AT RAW 60 /� / �� PlIll 2X4 ISLOdCIMO TI,t, LAIN -"��"•�ASTM'��•1787., ��'�m V'...,w, PIEt AeTn SLOTS PL-ACED Pur MAX v ro e' LM. 4' OV@R In.t.11ation o1 ax,ano, Nat ane Imml,V \ PRO C JOJOINT U-" ALL LAP shall comply with ASTM C 106319a, za \ CONTROL JOINT PALLS ON 1 or FOR LATH To 90 NAILS ORNOTE,S` etIEJGILlIAI. aim 2 STAPI" N COMPLIANCE IW ASTM CIO" r 2. UPS TIES TO M(NO. W Dil WM a. BLOCKING. SHOUN MAY BE IN ADDITION \ To WALL SILOS REWIRED PER PLAN 41.41 SELF-ADWM04 M EMO NE 1 6 FLASHM (Cd"IPATM" aV HOUSE VERTICAL LATH IINR OVER APPROVW OVED HORL MATERIAL) M IpUIM. IF O WOOD G aPT.A OR ODD pSHEATHINL11n1.D gWlpa ® L-al CMU PI: A l CP AM a Pr. a WRE, LAYER S1, ' `Ar V° 1-r' ° A aaAIN a PT. a STUCCO WRAP (FRAME ONLY) 1011111,411111 PL C 4 i R. G CNf1t Pf. nor" Rill'" ® x J' THICK, 3 COAT CEMENT ® PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) L E G E N D l° METAL LATH (FRAME ONLY) • ® ��` LAP WRS 4 TAPE OVER DRAINAGE PLANE (WRB RRD O ROOF/WALL SCREED WTBa TIAMf LAYER *'I, STUCCO WRAP) NI12L wn On. W J' TWM s COAT CO'!M z 5'X$' 'L' TYPE CONTINUOUS WR5 LAYER #2 (F ORT I F 1 BE R— AL FLASHING, Gomm �A°� aw OAT ? (NAIL O TROOF DECK NOT BUILD INCx PAPER) idle211 ft °•4iMWW4 '� WALL SHEATHING) IlIIILDRIO TAPER mw'. aaY, INNS METAL LATH LAree'L � GAP SHINGLE - DO NOT NAIL, X—X—X—X T?Ns STueeoIYIITAPrneAraaan INSTALL WITH ROOF CEMENT +n LAYRO OF OULPM uIYP dA a LN BVHDIV. a LOT: ABBOTT PARK LOT #26 BLK. #12 PROJECT* 04181.000-26121 acoaErA 3EEB "2260-ELSTON" GARAGE NWnfG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C LAP 0 .�IYAIYM I .. STUCCO mum on CM IrrtNNROR \ ... IhrNALLILAMNNa 2 �I ( ROOF 1, ZIP WALL CEMENT ROOF PER ELEVATIONS WOOD OR �/) SHEATHING DWAIU SELF-ADHESIVE FLASHING — — — — — — � I NOT METAL LATH: LATH TO BE PER SECTION AR " "no TWIT ��rm a. � R-103.11 / ASTM C-64-1-14a, MIN. 2.5 LBS. 6/14/21 °"""""'" '° °"'°°" PER SQ. YARD (UTILITY OR NOMINAL oRP�AI, aiw..Ps•, BCAI.E: 1/4"=1'-0" LATH DOES NOT MEET SPECIFICATIONS) 8HEET y Mw ° L "" L" FLASHING WA1 INSTALL i' SELF -ADHERING IN I h1oRArE FLAS14NG OVER STUCCO rOP, SIDElB) AND OOTTOM FINISH FLANGES OF NON -MOVABLE FR." OF 14 (V SELF ADHESIVE WOOD CONSTRUCTION PLEXHAUST.ro � ASHML BOTTOM. 2. SIDES, 3. TOP OVER TOP 8 PE f K VENT CAP IS TO BE SET N BED SELF WOOD SHEATHING :,.k. OF SEALANT AT TOP AND FLASHING WRB LAYER 01, SIDES ONLY. SEALANT 16 TO BE UNIT TOOLED SO AS TO DEFLECT WATER AWAY PROI'1 JOINTS. STUCCO WRAP 1441 N. RONALD REAGAN BLVD. E-Z BEAD ALL AROUND PREMANUF. DRYER LONGWOOD, FL32750 VENT -APPLY SEALANT ALL i JOINTS AND NMRSECTIONS VENT CAP (SET IN CONT. SEALANT) WRB LAYER 42, FORTIF15ER PH: 407-774-6078 FAX: 407-7744078 BUILDING PAPER www.abdosigngroup.com APPLY SEALANT AT PERIMETER OF AA S: 0003325 BACKER ROD NON -MOVABLE FRAME AND STUCCO ALL AL_ SIDES, Ya CAULKING 0 JOINT SEALANT* TOP 4 SIDES P THICK, 3 COAT CEMENT PLASTER WooD aaER -1, LAYER � I I PER SECTION 7 1 EtArler kdit and olaMwilo 54STUCCO WRAP BACKER ROD I Exterior use of portland cement plaster shall comply with the application DRYER VENT (BLOCK) 16' TO k' MID -WALL LAYER 4, FORTIFIBER BUILDING PAPER requirements of ASTM C 926-18b. �IX. f'' L OR WEEP SCREED MOD1 METAL LATH Tp�cn�I�p 1 Installation of exterior lathing and framing �jC, CONSTI111=10N WOOD shall comply with ASTM C 1063-19a, ,;rl' or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOOD GTPUCTI1RN- BOB • T• =MAX WRB LAYER M, ' FLASHING ecru STUCCO WRAP ' HOODED VENT BUILDING PAPER WOOD FRAMEDp iC EC, 9 COAT CEMENT OVER 'QUICK PLASH' — — — WALL ` �0 METAL LATH _ HORIZONTAL WEEP SCREED L] WRB LAYER 42, POWPI15ER PIPE THROUGFI / WALL (FRAME TO FRAMES .' WWDE STRIP SELF BUILDING PAPER CLEM ` EAPPLYING WOOD SHEATHING I RY BEFORADHESIVE MASON TEXTURED Q 0 aI all 4 DRYER VENT r4111%AME� FINISH MAeOM¢r i' SELF ADHESIVE FLASHNGIINSTALL HORIZONTAL WEEP SCREED PER MANUF.BPEGSJ (FRAME TO BLOCK BUILD MG PAPER WOOD SHEATHNG UNDER 'QUICK FLASH• LAYER 9, S, t/f STUCCO WRAP to LAYER 4, FORTIFIBER E BUILDING PAPER o C�TUCTION CUT OPENING IN STUCCO WRAP = VENT PENETRATION A APPROVED HOUSEWRAP FOR BOX INSTALLATION METAL LATH SCALE N.Tb. a• CMI, VINYL CASING BEAD GUT 'X' INTO i' RAISED BAND x• To x• i LAYER P UFMSTUCCO sTucco WRAP _ MEMBRANE FLASHRING ING APPLY SELF -ADHERING -.' WOOD SHEATHING OVER 80xEAND OVFLASWINGGER i' WDE STRIP SELF APPROVED WRB At')FESIVE PLASHNG, CLEAN LAYER 'I MAeoNRY BEFORE APPLYNG Iy- E I�j #1 STEP S T : FLASHING ELEC. METER FIEL 1 STONE VINE" VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION VER L HAP �ovE�P - - UIRB LAYER M OVER SCRATCH COAT BELOW STUCCO WRAP WEEP SCREED HORIZONTAL WE 7 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT I TO INSTALLING G. PR OR ELEC. GUT SUCH THAT NO MEMBRANE ENTERS BOX O _ APPLY ' MIN GRA,De D FELT OVER MEMBRANE FLASHING ® !it W/STONE VENEER _ METER APPLY TO FACE SELF -ADHERING FRAME TO BLOCK) EDGE Ft FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUSEWRAP ISOCYANOTE-POLYBLEND FOAM WRB LAYER n, FORTIP15ER LEGEND ('GREAT STUFF' OR SIMILAR) BUILr)ING PAPER APPLY A SILICON a S It E I #3 t # S P DRAINAGE PLANE (WRB BASE SEALANT AT POINT I `t LAYER 01 STUCCO WRAP) THAT ELEC. WIRE PENETRATES ABBOTT PARK LOT #26 BLK. #12 PROJECT* 04181.000-26121 I[ODMXA 3EEB 11 2260 ELSTON GARAGE awMG: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH E , C WRB LAYER 02 (FORTIFIBER ...... — — ECOAaTTM ROVER BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT A .......... STUCCO/ C.v. FINISH (SEE TYPICAL WALL METAL LATH I x—x—x—x i 1 COAT OF PAINT W/BACK- OVER 6m M N C+RADE 'D' METAL + uJ ROLL PRIOR TO LATH STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH FELT -PROVIDE SEALANT AT ALL WOOD OR 1/1(o' ZIP WALL ® COAT LARGER THAN THE ELEC. METER CAN OR METER CAN JOINTS, AND INTERSECTIONS SHEATHING COMBO OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT ^Ram nATE: 6/14/21 NOTE: METAL LATH: LATH TO BE PER SECTION L ELECTRICAL CONDUIT 8 STEP #S STEF #ro SCALM1/4n=1'-0" R103.11 / ASTM C-84~-14a, MIN, 2.5 LBS. �J PENETRATION sT PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL RECEPTACLE WA2 W'ODW WOOD 814EAT14NG WARS LAYER 41, &J!54 LOOR COLUMN SHEATHING STUCCO WRAP LLEATHER RESISTIVE WOOD WRB LAYER n, FORTIFIBER PRE4mTD.> TRJSS BARRIER 4 BUILDING PAPER ONF6AT \�� ME7 ER RESISTIVE CHANNEL i' THICK, 3 COAT CEMENT WEATHER MOIGTIVE WARNER -1 BARRIER n 'TYPE 'A' DRYWALL PLASTER HEATHER RESISTIVE= 6' \ BAH. 6' BAP. • TOP OF WEEP SCREED COAT (� \y PEEL 4 STICK - TO SHEATHING BEHIND WEEP SCREED �\ *L��3 RIES I J(4'x3' 'L' FLASHING WOOD SHEATHING a' POSITIVE DRAM METAL LATH FULLY EMBEDDED 1441 N. RONALD RFJIGAN BLVD. yEEp gCREEp � WIOOD BFEATHN6 IN ROOF CEMENT LONGWOOD, FL 32750 UPS LAYER'(, 26 GALV.PH: 407-774-6078 STUCCO WRAPFAK METAL EDGE GET IN FULL BED OF i' THICK, 3 COAT CEMENT `\� GRADE JV GAP FOR BACKER ROD GEALsWT N. (DRIP www.abdes717n�7com PLASTER _ 6' SELF-ADHERENG � �L�+ tSEALANT SPACE FRDI AAM.0003325 FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE 00 i i �" •. �` •TOP OF ILEEP SCREW4• To aNEATHNG BELOW r061T1v! DRAM J' THICK 3 COAT CEMR)NT VINYL CASING BEAD s . BARRIER � WEATHER RESISTIVE WATER PROOFING lot i � WARS LAYER ■1, STUCCO WRAP ND r,er vRtn �.L Om■� 4■eao (SHOWN FOR CLARIFICATION CP 00-ARATE ACCESSORE6 ONLY) LAYER (2 LAYER PEEL "'� -�-� . STICK.) .�,.,b,,.. EXTERIOR COLUMN COLWA R1 SHEATHIN4 LEGEND WRB LAYER n, FORTIFIBER SAP. i m j i BUILDING PAPER PEEL a STICKall � DRAINAGE PLANE (WRB ::r` •:::, ;,:..;..; :. 6' eELF-ADHERENG BU6FLOOR ® FLLY IN ROOF CEMENT LAYER 01, STUCCO WRAP) WRB LAYER 9, _ FLASWWA WRAPPED IQ IV X 3' 26 GA GALV. STUCCO WRAP �v ' • CANTILEVER CORNER METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER ------ — — �„� AMI66_WeWIC_,Sm 4- 1 Y °, POSITIVE DRAIN CANTILEVER DRIP 0 I Jj XI Jj' P.T. OR SIMULATED wow (TREX) FILLER, �' IN FWD BED OF SEALANT, V MIN. 5U I LD ING PAPER) CUSTOM CASING BEAD EDGE CONTINUOUS SPACE FROM DRIP ________ r. GAP FOR SEALANT TREX � TCOASEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING lot NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 3' X 3' 26 GA GALV. FNIS14 LAYER (2 LAYER METAL DRIP EDGE MODIFIED SO 3/4 RESILIENT LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO CASING BEAD PEEL 4 STICK) SM�JI'M°F �T BALCONY R TO CANTILEVER DTL ® CANT 6 CAL 4 SPACE FROM DRP STICK a DRIP I�' THICK, 9 COAT CEMENT WOOD OR -1/1�o' ZIP WALL Q 0 S 10 A EDA TO PACE TO TREX PLASTER SHEATHING SCALE: 1 1/2' • 1'-0' DECK B/8' TYPE 'X' DRYWALL METAL LATH WTEXTURED 4PANTED i ! GAP FM BACKER WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE- 111'(i ■/� PT. OR S:T4 ED r1R00 4 SEALANT J- THICK 3 COAT CEMENT 4'POSITIVE BRAN METAL LATH: LATH TO 5E PER SECTION c�INUOOUUe r�LLVINYL CdSINS 3EAD PLASTER " saa� WATER PROOFING WEATHER RESISTIV!? VINYL GOIBJER BEAD (SHOWN FOR CLARIFICATION OF H R1031.1 / ASTM C - 84'1-14a, MIN, 2.5 L55. LAYER (2 LAYER � BARRIER, VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) w PER SQ. YARD (UTILITY OR NOMINAL ITALIC WRAPPED — MAR IVIRR In1ESIBrIVE B•ALCON7 DECK TO CANTILEVER'> BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL4STICK 0 110EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DEdC euB FLOOR EOE"r OVER E1RDR,,DP (W/" L" FLASHING) WOOD CONSTRICTION ®® 3' x 3' 26 GA GALV. SCALE. NITS WOOD SHEATHING METAL DRIP EDGE GET IN FULL BED OF ,—WEATHER RESISTIVE I lj'XI %4' P.T. OR 6MIULA SEALANT,11' MINL BARRIER 61 WOOD (TRDc) FILLER SPACE FROM DRIP WRIS LAYER 7, CONTDMIOUB FACE TO TREX STUCCO WRAP 3/ I RESILIENT WEATHER RESISTIVE HVINYL MEAQ 2x FRAMING MEMBER AT CHANNEL BARRIER r1 A' GAP PM MACKE ROD 4 SEALANT WATER PROOFNS 16tWOOD LAYER (2 LAYER PEEL 4///--FAST9NW THICK, 9 COAT CEMENT SHEATHING VINYL GASWJG BEAD PNIGH LAYER (2 LAYER PEEL 4 STICK) STICK) WRAPPED FROF1 PLASTER P WPM LATER 4, FORTIFIBER PTHIM COAT CEMENT 3/4 REBLIENT BALCONY DECK TO 2 1/2' rn o BUILDING PAPER LASTERS HAT cHtaaEL T 1OjC.MAX SHEATHING sro' TYPE 'x' DRYWALL METAL LATH PLASTER �4P METAL LATH GOYWRAP W/TEXTURED 4 PAINTED SOD. hETAL LATH - FINISH �' THICK 9 COAT CEMENT (2) 2x12 HEADER S/O' TYPE 'X• DRYWALL WREXRIRED 4 PAINTED LLB) BFEATHIN6 WEATHER RESISTIVE WRB LAYER 9, STUCCO WRAP d, THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER PINIGH ��^ WEATHER RESISTIVE PLASTER , 5UILDING PAPER i' THICK, 3 COAT CEMENT BARRIER n a• PO6mvE DRAIN WOOD SHEATHNG 6'SELF-ADHERING to ! I METAL LATH VINYL CORNER BEAD a' POSITIVE DRAIN ��P SCREED PLASTER VINYL rC..tR van WlEP !C7![ED METAL LATH FLASHING I' � �h J' THICK, 3 COAT CEMENT VINYL CABINS BEAD NO GAP IN FIELD VINYL "•M, eEao Na Ae N Flsl n (SHOWN FOR CLARIFICATION OF WPM LAYER n, FORrWaeER BUILDING PAPER i IExPLODEp IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRIP EDGE 11D SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 14A CORNER HEAD ® FRAME �� DRIP CAP 1 CLARITY) INSTALLATION WINDOW FLANGE WREt L R h, WOOD CONSTRUCITON STUGGQ, WRAF' }I{\ WEATHER RESISTIVE BARRIER M 2 1/2' CORNER BEAD I WRR3 LATER 02, FORTIFIEsER'•. ; ■ [avBDLv & LOT ABBOTT PARK LOT #26 BLK #12 PROJMT# 04181.000-26121 moDulu 3EEB "2260—EISTON" GARAGII 8WING: RIGHT PAG11- WALL ASSEMBLY DETAILS 160 MPH E C WEATHER RESISTIVE (FASTENER 4 SPACING O l' O.C.) BUILDINIG PAPER BARRIER 42 ; METAL LATH VINYL CASING BEAD — �' THICK, 9 COAT CEMENT �`+ ■ PLASTER J' THICK 3 COAT CEMENT B/8' TYPE 'X' DRYWALL METAL LATH s PLASTER ■ ■ � ��pU FINI 4 PANTED WOOD SHEATHING 6'SELF-ADHERING .:: . j 7 �• THICI(9 COAT CEMENT H CMU FLASHING PLASTER ■ i 1/2' THICK, 2 COAT CEMENT VINYL CORP. 4 NE DRIP CAP AR VIBEAD PLASTER APPLIED F'081TIVE DRAM wF�P SCREED DIRECTLY TO MASONRY VINYL CASING BEAD NO GAP M FIELD WINDOW FLANGE VINYL 6/14/21 (SHOWN FOR CLARIFICATION of SCALE: 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW SHEET 11 RIP EDGE INSTALLATION (FRAME, NO BAND) W^ 3 Yl GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING CANW. TRIMMETALMPLASTTER LEGEND IX TRIM MEMBER TO WRB LAYER M, stUGco to STUCCO WRAP SIDING TRANSITION UM LAYER 02, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WDOD SHEATHING WRS LAYER'2, FORTIFIBER WRB LAYER 62 (FORTIFIBER — • — - — - — BUILDING PAPERF^4K WRB LAYER �'l, ti BUILDING PAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH i' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER �p UIRRAP WIC LATER �, STUCCO PLASTER BUILDING PAPER STUCCO WRAP WOOD OR 1/16' ZIP WALL VSELF-ADHERNG , METAL LATH C•°6I� BEAD SHEATHING FLASHING 11 THICK, 3 GOAT CEMENT FLASHING DW R ELGI STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED J' CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) CASING BEAD ; :------------------------------------------------------------------------- --- J' THICK, DRIP CAP 18 (CROSS SECTION) PLASTERS GOAT CEMENT WINDOW FLANGE WRI5 LAYER Y+i ' SEALANT METAL LATH VINYL ANGLED Epp TR1crION I CASING BEAD ' UNATVII!RElbTIVE • ` .j .~ BAIltlER i i i ' .. ,.. •. WRB LAYER P FORTIFIBER r' ;: WATHER FMOTIVE \ WINDOW FRAME BUILDING PAPER °rINWIt � ���/ \� WRB LAYER 02, FORTIFIBER METAL LATH LAP 61DM6 / �T!'REVCAL 661smp DHCRRYaFol BUILDING PAPER J'TRIM PLASTER3 COAT CEMENT � k;,•'.. i tiA�i�t,s � � j � �TMR RMsn� / \ \ E-Z BEAD VINYL CASING b'SELF-ADHERING 6TARrERSTRr ' ��arw! (W/ifs' FLEXIBLE PVC BACKER ROD) FLASHING I I \\ ,' 6' eELr ADSERrt+G 6ALVD PETAL °�ARAIM W'� DRIP CAP 'Z RA&A� E WRB LAYER 01, STUCCO WRAP, v " R ! WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE' 1 CASING BEAD ® WINDOW CA&M�`` ; 6, � e' SELF ADHESIVE FLASHING 15C (FRAME, W/BAND) 'R�— I WOOD SHEATHING \ � i, 6,,,. �, � 2X FRAMING ` }.� °E°�A"T \ MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME'---------------------------------------------------------- ------ - --------------------- -- --_ 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT NOTE: ; CASING BEAD PLASTER WOOD SHEATHING METAL LATH: LATH TO BE PER SECTION % SEALANT TO WINDOW METAL LATH ; R103.1.1 / ASTM C-S41-14a, MIN. 2B LBS. I METAL LATH PER SO. YARD (UTILITY OR NOMINAL WR5LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDINCYs PAPER RTIFIBER STUWRICCO LAYER P WOOD SHEATHING STUCCO WRAP I WOOD SHEATHING WRB LAYER 42, FORTIFIBER i Ot"1YOrDDN-eRrtrs BUILDING PAPER I WRB LAYER "I, wooD asEArsirtao ; ' THICK 3 GOAT CEMENT aEATFERR�etrve ,V.�Wyb� PLASTER STUCCO WRAP WATHMlye i �\ �rcOF 1z* RR�`T2o LAP 11142 WRB LAYER 02, FORTIFIBER ,�6'xj`Y�'�sAputm 02 eiDrrr. / � a � I VINYL ANGLED i BUILDING PAPER 6'aELf•ADFERRIb / I e11°''AR Ot-1 TWM 1°r CASING BEAD ;; +M° �\ / �6TNE i STUCCO WRAP METAL LATH VINYL CASING BEAD i erARlEIt STRIP I \I �� GALVID T I &' WIDE PEEL t STICK (EXPLODED J' THICK, 3 COAT CEMENT I OVER FLANGE filkk� OR WINDOW FLANGE 'D PE VIEW FOR PLASTER ' CLARITY) CALVTAL ' uEATsaR Ri016rNE I 7' is Aa+a+o 9164mm -1 TO LAPI E-Z BEAD VINYL CASING U150D6'IRM h@18ER OOF 71 nI 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) E-z eeaD vsm am u x 6 "ItI a `` MEMBER J �' M"� Pvc / -APPLY FULL BED OF SEALANT BETWEEN 6ACKM ROD) \ / ' aELhADHERIND i CASING BEAD ® RAISED \ I I �`"� BUILDING FLANGE BUILDING WRAP \� 17A BAND (FRAME) `.': ' � �`L'q"' -- WRAP -- -- -- - ------ 6ARRI� 1^1E610Tn L D.4Relelt SCAMYE LE: I I/2' • I'-0' uEAtsER Rs7ive E-z wEm vmm� r�amn DARRBt -2 me PKLMCODE � STUCCO 0 FRSIDING AME RAME TO FRAME " "' �br'� 1� A E Z BEAD WINDOW C AS I N G 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0oo3325 J F d �TT BVHDIV. It LOT: ABBOTT PARK LOT #26 BLK #12 PROJECT 04181.006-26121 MODEL: 3EEB "2260-ELSTON" GARAGE S'WMG: RIGHT PAGE: WALL ASSEMBLY DETAIL 160 PH E . f a NO DATE: 6/14/21 SCALE: 1/4"=1'-0" SHEET WA4 CARE S�HWLD BE TAKEN IN KEEPING THE VENT PROPERLY 4', S' AND 10' ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NWL IN PLACE SHOWN IN P GALVANIZED USING 1- 4' NAILS AT EACH CORNER, RO WCEMENT SIDLAO BE APPLIED TO ALL SHINGLE EDGES —TIE REMISSIONS OILIER EDGE AND AROUND THE ENTIRE PERIMETER AS CIIT OUT THE GOOSENECK VENT OPENING IN THE ROOF RECCAIMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WNH T E CONSTRUCTION ZONES. CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE w1 VENT FAN MANUFACTL ES NNW CONNECTION INBTRUCTTONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CU W THE OPENING IN THE R INTERFERING SHINGLE NAILS AROUND iTIE PERIMETER OF TE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TOTE ROOF SHEATHING. SLIDE THE TCP MD SIDE FIANCES DF TIE VENT LA AID UNDER B"NDLES. gLLOW TIE BOTroM VENTFLANGES TOIAY CN THE TOP OF 1HE SHINGLES. ROOF HOOD VENT DETAIL zEzrmr— EMEO PLAIN PLAS 1' O TTN EELOW Mi.PLDeRLE PLASHIIS DO NOT SEAL 110T." rw STEP 6 S'FGRARLY — a.D-W N SELINE MANR M FOR = ILAP UNDER) NEAR ,OLD Hla�eeu2 N AT JAMES 4 KOPE a" Ita TO OffmcR \ STEP 2 STEP 7 ASPHALT PLASTIC CEMENT MOLDED AROUND 80.5E OF PIPE AND OVER FWDE ALIEN FLAIINNS W SNf. EDGE OF &L. MO riGMNKJ,LLY FASTSI FANNED BOOM (CAP NA", STAPLES) INSTALL OU,ONT FLASHING; AT IM N PLUMBING VENT DETAILS 106 APHIM B - XMILS FLASHM AEN Ow CAP ECTO-YRIY EdNV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 38' ME VALLEY FLASHING SM OR HEAVIER FELT UNCERL4YMENT ASPHALT ROOFING CEMENT NO FAETNERB 4NTHN 8' CF CENTERLINE FASTNER -END-SHIINGLE N END OF SHINGLE �AXNSHNE LEASTI2' BEYOND VALLEY CENTERLINE GORIER qT 45 DEGREES ROOF VALLEY DETAIL APPLY ON N2U fO EG IUAW SEALANT N WNDO111vam JOINT. FLUID APPLIED KA614M fLANCO W-S NI1EEAL Read OR M'L A1J SLOPE SILL TO Ex L IT b THE C0MTACIOM POSPONSUBILTY TO ~I THE CO7PATISULITY OF ALL PRODUCTS NOJONG NOTkEIIIA' EEALPNTS 4 OW-ADFERM PLASHISIIS MATERIALS' DURM CONSTRICTION. 2. INSTALL ALL MATERIALS PER MANSAcnNNE,a WUITIEN ePwr"Twft SEOLA" MAY REACT ADVERSELY P NOT COMPATIBLE CLEAN AND SEAL JAME, TO SILL JOINTS WITH DOIU It" FOLLOWMG COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SNOW) SHALL 6E IMPLEMENTED AT ALL WMDCIUS WITH EVIDENCE OF WATER MTR I SIOJ DELOW THE UINDOW OPENING SEAL INTERIOR PERIMETER OP WINDOW WITH SEALANT t IT b THE CONTACTORS MWONSIdLTY TO VlRPY THE CO PATIDILMY OF ALL PRODUCTS NCLUDM SEALANTS 4 SMIL.P-AMENNI0 FLAA1,41016 MATERIALS USED DU111N9 CONSTRUCTION, 2. PLASWM AT W09000 WINDOU6 AM DOOR OP"46 SHALL SEE INSTALLED N ACCORDANCE WIN MAN IACTUPIRIM INSTALLATION NSTRCTIONS APO APPROVED wn4OD U OF PEtC WMAt U N ACCOIIDANCE WTFI P@ESTRATION V%04rACTL"M 'S NSTALLATION AND PLAONIM NSTRCTIONS. WHUNGL SEALANTS MAY REACT ADVERELY IF NOT O"AT EXX WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NITS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdeBigngroup.com AA 41: 000.2. Oi MISS I IJ BVHDZV. de L07 ABBOTT PARK LOT #26 BLK. #12 P1iOJECT# 04181.000-26121 MODELe 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 H E . C 18 D � 8/14/21 BCAXX: 1/4"=1'-0" B WA5 —2x6 SUB-BANb W/1'x4' NOTCH e+ END, WRAPPED IN PEEL 4 STICK —DRIP EDGE 1/8' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP I\ I\ I\ \\ 2X6 SUB RAND--Im I \ METAL FASCIA \ WRAP Ya' FROM � STUCCO, 1' FROM WOOD WALL \ \ EXTERIOR WALL ,\ e\ (FRAME OR CMU) `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ©i=L.4N A © FL AN B 1m' TEXTURED FINISH • WOOD, 1/2' TEXTURM FINISH • CMU METAL LATH MOOD SHEATHING OR Cm WRB LAYER sl, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILONG PAPER (FRAME ONLY) ROCIFINO CEMENT DRIP EDGE METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) `1"1/8' TEXTURED FINISH* / WOOD, 1/2' TEXTURED i / FINISH IS CMU 2x6 SUB -BAND W/I'x4' NOTCH ;, END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x St`; 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 J, x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - .._.... .. .. _ . , SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA0 'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT +� ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH s END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 FAMBOTTE PARROJ K#12: 26 04181.000-26121 MODELS 3EEB "2260—ELSTON" GARAGE ewuNG: RIGHT PAGE: WALL ASSEMBLY DETAIIA 160 MPH FWR. IQ 1 AA NO DATM 8/14/21 BCAL :1/4"=l'-0" >9FI MT WA6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1 1.171NDICATES #5 BAR, ®INDICATES #6 BAR, ONDICATES #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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16. USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 11x6 W 1.4xW 1.4 OVER 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH NT LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA6x18 16' CONTINUOUS 18" - (2)#5's FMC-16x18 16' CONTINUOUS 18" (2)#519 VARIES TE-1 8" SEE PLAN 8" - (1) #5's TE-2 12" SEE PLAN 1U" - ( s F-24x24 24" 24" 17 (2) #5's () #Vs F2-24x24 24" 24" 16, (2)#66 (21 ift - p•.0•• CW-16X12 16" CONTINUOUS 17. - (2)#5's (+K"" CWC-i6X12 16 CONTINUOUS 1T - (2)#6s #51N CURB VARIES F1-30X30 1 30" 1 301, 1 12" (3)/!`i's (3)#5's Ft-2024 1 24" 1 24" 1 12" (2)#6s (2)#5's FOUNDATION PLAN SCALE: 1/4" = V-0" Il N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA fh 0003326 g o tmwv. ae LOT ABBOTT PARK LOT #26 BLK. #12 PROJECT 04181.006-26121 acOaEu 3EEB "2260-ELSTON" GARAGE STFING: RIGHT PAGE: FOUNDATION PLAN 160 MPH & C B m PRINT 6/14/21 SCALE: 1/4"=1'-0" SIMET S1 3D' MIN. EACH WAY MONOLITHIC FOOTING t • p STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED •. CELL SEE PLAN FOR SIZE AND ! CELL SEE PLAN FOR SIZE AND• SPACING REQUIREMENTS R , .•.'o, . s-- ^ SPACING REQUIREMENTS }I GARAGE DOOR RECESS FM... J 0 "( 8" CMU WALL 8"CMU WALL I� .� CORNER BARS, SAME SIZE AS LARGER BAR b b- IN FOUNDATION WITH 30"LEG EACH wy , + 0-0' S, WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ... •j SO THAT THE STEEL REINF. IS CONTINUOUS 40 I MATCH AMOUNT OF CONTINUOUS BARS •I ?k CURB FOR a SEE SLAB SCHEDULE a ° BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1STORY) - VARI SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB . (•I ILL •"a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ;p _ AT ELEV: W/ tYZ' ISOLATION #3 18" ' 6" CHAMFER (2STORY) JOINT (WHERE • • • #4 24" I. " .: 4" CHAMFER (1STORY) W/ 1/7' ISOLATION {� 6" CHAMFER (2-STORY) .. \iE/ APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE •, S.0 APPLICABLE) 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE #8 36" i FOR MD. BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST }, AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS(ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1' T 2 SCALE 34" 1'-0 CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE: 3/4"=1'-O' SCALE: 3/4"=T-0" (1) #5 REBAR VERTICALLY W/ CONC. s w POURED CELL LAP TOP PLATE A MIN. OF 48" < B"CMU ON Sy NAIILLS, 2I ROWS, 4" O CMBTM. VERIFY HEIGHT m g #4 REBAR �24" O.C. CENTER OF LAP TO OCCUR OVER STUD OF WALL W/PLAN ! SLAB 0 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP x'O I GALVANEZED PIPE I NEW REINF. BAR SPACING. SECURE BT. PLATE TO SLAB W/ W/FlANGE ®BASE m SECURED W/ 2- PART gg 1/2'k9" WEDGE ANCHOR W/7' PROVIDE TO BE PT. PROVIDE OBL. TOP E OBL. TOP PLATE WASHER SET IN HIGH STRENGTH ' PEMBED 9 I EOXY. MIN. EPDXY 5-1/2" EMBED. MIN. @ 16' OC M 8", o SIMPSON SPH4 OR SPH6 MAX. .'°• FOLLOW ALL MANF. FOLLOW a BTM AND TOP PLATE N, I '• 4" CONC., REINF. W/ S CURE x SPECIFICATIONS FOR E AND ANCHORS W/ 10d x 1 17 k6" #10 WWM ON gl,gg W/ q� qGX 2�q„ O ! PREPARATION OF COMMON NAILS FILL ALL 6-MIL POLY ETHYLENE TAPCONS 0 4" 4'• HOLE. HOLES, DO NOT USE 10d u " VAPOR BARRIER ONv s • 1a WELL -COMPACTED TED WELL-COMPACTED R x 3" SEE SLAB SCHEDULE T .. CLEAN FILL o O't +-0'-0" TREATMENT SHALL BE °'' 'Z' TOP OF SLAB °S' u BORA-CARE C� (2) CONT. #4 REBAR 4" CHAMFER (1STORY) `a 1 6" CHAMFER (2-STORY) ° (2) #5 REBAR ON CHAIRS •i i�f 2,000 PSF VIRGIN SOIL OR 95% EO EQ bEESCHEDULE 17' MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL M COMPACTED SOIL BOLLARD FOR WAD, BAR SIZE AND BAR QUANTITY SLAB HEIGHT LESS THAN 3E" 5 PER PLAN BQALE: 3/4"=,'-0" ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION SCALE: 3/4"=1'0 (W/UPLIFT) 6 SCALE: 3l4"=1'-0" FOOTING W/ BLOCK WALL 1 A SCALE: 3/4'=l'-(P' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OC 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" OC BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/SYP No Z STUDS SEE 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB WlIOd MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO ^ NAIL 16" O/C STAGGERED. ADDITIONAL METAL PROVIDE DBL. TOP PLATE SLAB W0d MASONRY NAIL . 16" O/C STAGGERED. CONNECTORS NOT ADDITIONAL METAL O ! J REQUIRED WHEN NO CONNECTORS NOT 0 w UPLIFT IS PRESENT, REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL � POURED LINTEL CONT. (TYP.) SCHEDULEi 8"CMU FILLED CELL (TYP.) �-�--�'-•—�� . TOP OF SLAB SEE SLAB SCHEDULE [SEESLAB +-0'-0" 2XWALLFRAMING TOP OF SLAB ' �'...:e +- 0'-0' .I...��r—�' SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5" a TOP OF SLAB ♦' MINIMUM EMBEDMENT INTO 4 ' 4_ . •_°' • = g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • • f, ° a CENTERED UNDER WALL AND le' O.C. VERTICALLY MAX °••! T•� POURED MONOLITHICALLY WITH a „ — FOUNDATION AND SLAB • s SEE SCHEDULE 6EE SCHEDULE EQ. EQ, SEE SCHEDULE FOR WAD, BAR SIZE C AND BAR QUANTITY FOR Wx0, BAR SIZE FOR WAD, BAR SIZE AND BAR QUANTITY I AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL Q INTERIOR FOUNDATION WOOD WALL `� SCALE:3"4 T-a• (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRIGWALL TO BLOCK WALL CONNECTION V SCALE:3/4'=1'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Nu 9 H W x 0 BVHDIV. Ac LOT ABBOTT PARK LOT #26 BLK. #12 PROJECTiy 04181.000-26121 MODEic 3EEB "2260-ELSTON" GARAGE BlrMG: RIGHT PAGE: DETAILS 160 MPH PAVERS TOP OF SLLAB r�r��rr�r�rr<r�rr�r�r�� TRENCH FOOTING 1 AT ALL PAVER AREAS SCALE: tYZ=1'-0" LAP TOP PLATE A MIN. OF 48"-----�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2"x9" WEDGE ANCHOR W/T' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN- 0 16' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 1Od x 1 12' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" -SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL scALE:3/a"=,'-a' (W/ UPLIFT) MIN. 1"' READWO " OISE #4 REBAR (TYP.) 1 TOP OF SLAB 12" RADIUS OR CHAMFER r•�. \\ IN • a�w a �wC EXTERIOR STAIR DETAIL 2 SCALE: 1/2'=1'-0 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING GROUTED UCELL SEE PLAN FOR SIZE AND 8"CMU WALL SPACING REQUIREMENTS i 8" CMU WALL [SEE SLAB SCHEDULE /—SEE SLAB SCHEDULE . 17- cam. cu SEESCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY 3 INTERIOR CURB FOUNDATION CMU WALL SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o i SPACING REQUIREMENTS m� 63 8" CMU WALL t_0, ' TOP OF SLAB EXT. PORCH SLAB (J�Y� - SEE SLAB SCHEDULE r • ~ 4" CHAMFER (1 -STORY BAR SIZE48 BAR DIA. W/ 1Y2" ISOLATION 6' CHAMFER (2STORY) #3 18 JOINT (WHERE #4 24" APPLICABLE) MATCH STEEL 6'PVC CHASE i >r REINFORCEMENT„ PER SCHEDULE 6 THRU FOOTING # 42" BE SCHEDULE AA R SIZE FOR BARTRY AND BQUANTITY PVC CHASE THRU FOOTING SCALE: 3/4"=1'-CY' 4' TOP OF 4.•. 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE I SEESCHEDULE FOR -D, BAR SIZE AND BAR QUANTTY 4 INTERIOR FOUNDATION CMU WALL SCALE: 3/4'=1'-0" d N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.ebdeslgngrou p.Dom AA #: 0003325 d3 O R C IP BLMDIV. & LBBOTT PARK LOT #26 BLK. #12 ROJECT 04181.006-26121 MODEL: 3EEB "2260-ELSTON" GARAGE OWn4G: RIGHT PAGE: DETAILS L160 MPH rscaa.-K DATE 81421 / / SCALE: 1/4"=1'-0" SHEET S1.1B TIE VERTICAL REBAR TO HORIZATIONAL REBAR WJ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR ,. VARIES PER ELEV. TO HORIZONTAL REBAR WJ 10" HOOK z a =+ d f GROUTED BOND BEAM C VARIES PER ELEV. f + 1441 N. RONALD REAGAN BLVD. d LONGWOOD, FL 32750 a' PH:407-7748078 FAX: 407.7744078 www.abdeslgngrouP•com I: +a 5 AA 8: 0003325 0 • 3 #5 BARS 0 HOOK 8. d ... s CLEAN OUT REQUIRED •--�� ' . y ° FOR INSPECTION ^Y+ •5 0 IN. FLR. • �, TIE ERTICALRESAR °n • + TO HORIZONTAL REBAR WJ 10" HOOK s�� g C BAR SIZE 48 BAR DIA. #3 18" #4 24" • Q CMU UNIT DIMENSIONS #6 30" OFFSET METHOD CONTINUOUS ARE NOMINAL SIZES BAR SIZE 48 BAR DIA. #6 42"36-m #3 1 . MASONRY SYMBOLS #7 42" METHOD � 30" � 3 SCALE' 3/4"=1'-d' HORIZONTAUVERTICAL HORIZONTAUVERTICAL REINFORCING 2 REINFORCING #6 36 m #T az' SCALE: 3/4"=1'-0" will NEW REINF. BAR • SECUREDW/2-PART EPDXY. MIN. EMBED a FOLLOW ALL MANF. " c I SPECIFICATIONS FOR USE AND J PREPARATION OF HOLE4. •d A + STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" eXMDM & I+OT: ABBOTT PARK LOT #26 BLK. #12 PROJECT 04181.00 -26121 MODEL: 3EEB "2260—ELSTON" GARAGE 8TrWG: RIGHT PAGE: DETAILS 160 XPH EXP. C No DATM 6/14/21 BC,h=: 1/4"=1'-0" 8FIEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK D�PaI10N REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Pal) SIZEwl�H REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SBi MASONRY 3000 8x16 (1)N5 (1105 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N. GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES BRF14-1T/OM/0 BTM. 0 6'-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngroup.com AA #: 0003325 1 0 99 I I J BiJHDIV, k LOT ABBOTT PARK LOT #26 BLK. #12 PROJECT 04181.000-26121 MODEL 3EEB "2260—ELSTON" GARAGE 81111ING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 UPH EXP C 6/14/21 ®CALM: 1/4"=1'-0" asI� CT s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 81k6" 1' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3: PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL ,hY HEIGHT. REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. �a0�0f STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 81" m 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM / 1#5 TOP OF HIEGINOEL?HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / a 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 101' HOOK / 9 tea. P8_ 4 8x16 DBL. BOND TOP OF T S BEAM W/(1)#5 BAR BOND BEAM / ,N�Ot� EACH COURSE • 8x8 BOND BEAM 7 OF •N�� W/(1)#5 BAR BOND BEAM •� 3V TYPICAL �\pS�pF F = FIWILLEDLLED W1 GROUT T P U WILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND OF OPENING OF BOND IN IN E BEAM, IF FILLED LINTEL. WIDTH BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 A lN�N� 16-1T/1 M/ B 8x8 PRE -CAST CONCRETE PSSgPE� NOMINAL�� LINTEL W/ (1) #5 BAR (L2) e LENGTH OF BAR = WIDTH OF MASONRY CORNER HEIGHT #OF#5'S,TOP OPENING-2' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING THAT XFXX-1T/1 MIOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM SxB PRE -CAST CONCRETE SCALE: 3/4"=1'-0 OF BOND BEAM 1 ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0" AND XUXX- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) U16 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 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2.6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST I •a 1M OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT § 2x8 (MIN 2 X 3) 2J/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") W FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4' MIN. 212d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALEII/2 =1'-0 5 SCALE 3/4"=1'-0 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL ISINGLE #5 CORNER BAR, 3Ox30 TURNED UP a O I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II / II 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.a bdeBigngroup.00m L AA #: 0003325 all A mush) as Loll ABBOTT PARK LOT #26 BLK. #12 PRAJSCT 04181.006-26121 MODZ14 3EEB "2260-ELSTONf1 GARAGE B'W Ma: RIGHT PAGE: DETAILS 16 iPH 1 } C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 6A-0B 61T 1T T 1TMB 1TISO TYPE LENGTH PLAIN SOLID TYPE LENGTH eIe iT ene tr eaa1T N241T er161T N921T we e-m 1rn trn true trn 8118-u BMW eFAW erAw W-zr BI32TT S'8' PRECAST 1438 0n 31% 4217 8321 6428 7831 S'�' PRECAST 889 1024 3'$' PRECAST 1509 304 4304 8263 0132 7001 2/e6 8118 6886 770e 9031 10000 1689 9524 4894 8283 e132 7001 4'4' PRECAST 1086 700 2306 3125 300 47ea se7 W4r PRECAST 514 mW4r PRECAST tees Sow 3815 4670 em Sm Tool 0113 7102 6524 7e27 0751 1808 8000 3015 4670 505 8079 4!4r PRECAST 819 $33 1770 24M 30M 3680 4800 4'$• PRECAST �1 4'$' PRECAST 1207 2602 3876 4043 4711 GUS 1025 6743 7547 GM 0641 7586 1207 2707 3375 4043 4711 am S 4• PRECAST 991 1247 1999 2500 3128 3w8 4249 S-4• PRECAST 411 411 S 4• PRECAST 1018 low 2374 20" 3613 4094 1319 4400 7106 7342 S780 e259 1016 2278 2838 3310 3801 4094 5-10' PRECAST 817 1024 1031 2000 2NO 3009 3470 5-10• PRECAST 340 399 5-10• PRECAST 900 1400 1971 2443 =5 3887 1161 ee9a ee77 am we 6776 On 2000 2003 3107 30M 4133 8'�' PRECAST Ilse 3227 3031 3707 430amm �� PRECAST 410 721 8'-8' PRECAST 1201 167e t956 n32 2709 1130 3W 4590 7054 10000 e928 m lees 2320 2790 3251 3712 T-0' PRECAST 570 m2498 2205 216 3191 9ee5 T-8" PRECAST 303 894 T$' PRECAST 710 goo 11e1 1462 1743 2026 99e 2496 3406 MW MR 04n n7 1624 2028 2428 w = W-V PRECAST 4n m 15N nu ml ale ml 9'� PRECAST 192 S84 9' 4' PRECAST 464 WO m 940 112g 1310 e89 194 2296 8081 4099 4M m IWO 1648 1989 210 261e 10'-0' PRECAST 988 4e7 1247 17V 1904 M03 2029 PRECAST 151 301 10'$' T m 40 812 755 egg 10@ m 1407 lowzm un am10$' w4 tteo 1472 IM 1710 1969 114" PRECAST S90 6" 1312 1742 2252 2886 9830 14" 1'PRECAST 192 417 11'�" PRECAST 430 40e m m m an 844 1812 1742 2282 2008 8662 4e6 1042 tan 1848 1470 1710 12'-0' PRECAST 908 507 1210 1590 2040 23e6 8191 17-0' PRECAST 111 370 1T-0• PRECAST 383 306 476 507 ego m eo7 1210 1596 2048 Zees 3171 440 goo taoo 1580 tau ure 19' 4• PRECAST 488 1046 1385 1732 21P 2686 19'r4' PRECAST 82 298 13'�' PRECAST 306 303 303 454 575 646 414 1045 1346 1732 2818 2805 306 790 1067 1312 1071 1203 14'-0' PRECAST 254 8e8 on 1272 1we IWO 2279 14'-0' PRECAST 71 29S 14'-0' PRECAST 279 278 300 443 m we 300m 1272 two tow 2389 378 717 Sol 1102 m 1133 14'$' PRESTRESSED N.R.468 NR NR NR NR NR NR 14'�' PRESTRESSED N. 288 14' 8' PRESTRESSED no no 422 506 US 740 eea 1079 1420 104 2277 V12 m 9e0 1287 1474 1715 1" PRES RESSED N.R. NR NR NR Nt NR NR 1S4• PRESTRESSED N.R. 252 15'�• PRESTRESSED 224 8e7 464 Sr4 e64 m 412 1014 1340 1703 211e 2613 280 616 900 1134 1353 1572 4' PRESTRESSED N.R. NR NR NR NR NR NR 1T�' N.R 183 1Tr1• 187 926 8e6 451 687 ISO1T e00 m 1121 1413 1739 2047 109 ON 720 601 1198 1312 19'�• N.R. NR NR NR NR NR NR 19'�• PRESTRESSED N.R.148 19'-4' PRESTRESSED 102 23 348 430 513 m 235 738 m 1200 1467 1716 166 429 an 803 m 1003 PRESTTiES$ED N.R.ISO NR NR NR NR NR NR 21'�• PRESTRESSED N.R.125 ���• PRESTRESSED 142 219 300 301 454 627 INS an 1036 1108 1468 142 m 687 e90 e16 90 27-0" N.R. NR NR Nt NR NR NR 22'-0' N. 118 �'-0 137 226 m 30 42e 407 1K 6w 784 gg2 1208 18e1 187 8e9 818 869 779 900 N-V PRESIRESSED N.R. NR NR �NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 3w 410 129 4w 6M a 1014 t147 124 1 319 455 1 661 1 eel 1 79a - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTrs 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 IV OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BL LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 04 to sL78Drv. & LOT: ABBOTT PARK LOT #26 BLK. #12 PROJMT 04181.006-26121 acoD>lsrs 3EEB "2260—ELSTON" GAItAGZ SlYrING: RIGHT 1 PAGIC: SAFE LOAD TABLES 16 H 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 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ W 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'-G", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENOINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK alb a WE PIATE CR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 IrZx3 1/2') HTT4 W/ 5/8" DIA. x 5" EXP. 01 SYP. PT, WOOD POST DOLT r--------T FIRE �A�T SLOP L-------"--i 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. IftSTOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. J:AI i 3/4" PLYWOOD DRAFT STOP 81 PRE-ENG. FLR. JOISTS I IT I I I ri 2X4 NAILER FOR DRAFT STOP 314" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON LGUM46-SDS W/ (4) 3/81" X 4" TITEN HO ANCHORS TO CMU & (4) 1/4" X 2 1/2" SDS SCREWS TO BEAM II II II II II II II II II II II II II II II II II II II II II II II II SECURE 2X12 HDR It TO 2X8 HDR MTS-20 W/(14) 0.1481x 21Q" NAILS,, DBL 11 II II DBL STUDS It 11 11 11 TII II II 11 11 11 11 11 II 11 II II II II II II II II II II II II II II II II II II II II II II II II III! II II 11 Itu RFJ1u 11 R rl 11 u u u u u u u II II II II II II II II II II II II II-N 11 II 11 II II II 11 II II II II II II II II �IIWIIDII IIBEARINGII 11 11 WALL W/ SYP NO.2 II II II TOP OF WOOD C !! !! WALL EL. 8'-8". II 251 SECURE 2X12 HDR L PROVIDE DRAFTSTOPPING _ __ _: TO LBW W/ MTS-20k = _ = ALONG THIS TRUSS AS TO —6� W/(14) 0.148' 2 1/2" LIMIT AREA TO 1000 S.F. STUDS --_— NAILS _—_PER FBCR 502_12 - HU26 W/(4)1/4"X TITEN 2 ANCHORS TO CMU 1, 2) 101 X 1 1/2" GALV, N NAILS TO TRUSS N N 2 t� a 98 106 3 PREFABRICATED IJOIST U 1 (9 24" O.C. MAX SIMPSON HETA 16 W/ (2) _----______=___ 1/2" WOOD PANELS FJ4 -------------------- FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O rr S �aa sxmDrv. as LOT ABBOTT PARK LOT #26 BLK. #12 PROJECT 04181.00 -26121 ]![OD>IIL1 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: FLOOR F PLAN G 160 MPH A. C A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 k' NAILS TO GIRDER 1X2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV, COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'X 4", 6% 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) TYPICAL TRUSS/ 1aS 1c GIRDER CONNECTOR(S) SCALE 8 9A01®lLN 7FIp0E'HB 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2)12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 518" GYPSUM BOARD OR 12" HIGH STRENGTH GUS. BOARD SECURE IJOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2.4 OR 216 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL, BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN 4 I -JOIST CONNECTION L.B.W. BDALE. 3/4"=T-Y' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. - PLATE DEPTH 114'0 —HOLE EDGE >5/6' —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >5/8" HOLE DIAMETER < 3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE 112"=1'-0" ENGINEERED WOOD TRU C 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFAMALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#27'x4", 6", 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L A41)SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) j' x 5" TITEN HD TO CMU AND (12) SDS *' x 2 J' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) BIDS *'x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDONWS WITH 2x SECURED % 0)16d (2) J' X 6TITEN HD TO CMU AND (18) SDS }' x 3' GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' 0/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF SCAL 3/4"=1'-0 GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HOG COMMON NAILS. Q EACH END TOTAL OF 10 !� ML10I8LOCK 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER LVUIJOIST WITH BACKER BLOCK HTT4 W/ 518" A, B. WITH MIN. T' EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/VVOOD POST CONNECTIONS 5 A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 314" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 5-8 1 -SI MPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS WI (2) 3l4"' WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 34' WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0' 6-M MAX (W/1X4) IZ OR lo-0' MAX(W/D(4) MAX. OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0" PERPENDICULAR TO [-JOIST # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0 30 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT SE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN (2) 2X12 TRU�OF 24" MAX. W/ 24' MAX. W/ 8" MAX. END SYP. P.T. SHEATHING FOIST SPACING FRONT t: SEE FRAMING PLANP NP LEDGER fr.T E LEDGER xL�END b fee BOARD " rx. au F (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W! 2" WASHER & 512" LEDGER WITH (JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 T 24" MAX. W/ 24" MAX. W/ 8" MAX. END SYP. P.T. i F HEAT NG SEE FRAMING PLAN IJDI6T-JOIST sPAgNc TYP TYP FRONT LEDGER w END E LEDGER m ? d d ° ° BOARD d 2X8 SYP P.T. 1/4'x( TAPCON L' LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO (JOIST 1. ENSURE THAT EXP, BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-9'. 3. ALL BOLTS TO HAVE WASHERS, 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE wLew=rmm cwwLBPAcm A DOUBLE SYP 2.8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 2.12 1 (2) 3/4" 1 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-117 MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS a10 WOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=T-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5TRUSSES) 0'-0" TO 30'-0" (1)'X" BRACE 30'-T' TO 60'-0 (3)'X' BRACE (1) 'X" BRACE @ CENTER (2) K. BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X43RACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIP. ANCHOR BOLT W/ 7 WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 1Dd's C EACH TRUSS TO BE INSTALLED 10'4" O.C. MAX. BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE:3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-U' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-0078 www.abdesigngroup.com AA #: 0003325 S b BVHDiR & LOT: ABBOTT PARK LOT #26 BLK. #12 PROJECT 04181.006-26121 MODEL: 3EEB "2260-ELSTON" GARAGE 8111I TG: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH E C SIMPSON H6 W/ (8) Bd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMM^" EACH END (JOIST LVL—/ PLATE STRAPS W/ 10d x 1 lfZ HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" 8" CMU WALL REINF. PER PLAN PER ELENATION PER ELEVATION 2x4 P.T. CEILING NAILER W/ MASONRY NAILS a 17, O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x2"LONG @3"O.C.; AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP 02 LEDGER. x 2" LONG @ 7O.C.; [STAGGERED SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/831A CENTERLINE 3/4" AS SHOWN J' X 6' TAPCONS 8"CMU WALL REINF. PER PLAN L' PER ELEVATION IJOIST (SEE' '" (JOIST (SEE FRAMING PLAN) r z FRAMING PLAN) PER ELEVATION 24 (2) ZK4 P.T, W/ DBL 2X12 SVP 12 LEDGER. SEE MASONRY NAILS a 17' O.C. BOLT SCHEDULE, 10/S3.tA. SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: 3/4'=T- iX2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR G)jq BEARING ON EXTERIOR WALL SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4-9- O.C. (AT Q PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATIO BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK • r c W/ TRUSS PLAN TRIM T070P PLATE 5/8" GYPSUM BOARD OR 117' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7' �' a . A- SIMPSON MTS12 STRENGTH CLG. BOARD 44/46 SYP NO. 2 WASHER SET IN HIGH ,A U < 990 LBS W/ (14)1 Od SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P T. U < 1420 LBS W/ (14) 16d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GAL. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. o AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx 3' 1/7h9" WEDGE ANCHOR WIZ' WASHER SET IN HIGH STRENGTH TRUSS/VIIOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0101-0" O.C. MAX. EPDXY 5_i17' EMBED. MIN. 0 16' OC MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALLNOT 8 ,,,o,,, SCALE: 3 4"=1'-0" • a• A - SIMPSON MTS-12 U < 990 LBS W/ (14) l0d GALV. NAILS. # # B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10)1/4" X 21/7' SDS TO POST TRUSS CONNECTION @ L.B.W. PoerTOUM00sBECRON .7q .7U SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <UA,900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C _SIMPSON HTT5 POST ON SLAB <U.4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2'NAILS TO POST, i"I N. RONALD REAGAN BLVD. LONGWOOD. FL32780 PH: 407-774-6078 FAX: 407-774-4078 VA"Abdesigngroup.com AA #: 0003328 J � F f lmunDIV. as I.OT: ABBOTT PARK LOT #26 BLK. #12 3plt0jwcT# 04181.000-26121 UODEXA 3EEB "2260—ELSTON" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXRt C B t \j4A NO 93723 J F-PRINTDA 8/14/21 SCALE: 1/4"=1'-0" SI'[ET S3.1B DBL. TOP PLATE CONT. (3) 2.12 HEADER PROVIDE 12" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE LAP TOP PLATE A MIN, OF 48" a Z ALL TOGETHER WI 16d CONT. AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE COMMON NAILS, 2-ROWS, 6' — — NAILS, 2-ROWS, 4" O.C. BTM. Q AND QUANTITY PROVIDE 1x N6 BLOCKING FOR SHUTTER O.0 LAP TO OCCUR OVER STUD WOOD OR 1/2' PLYWOOD ;; INSTALLATION. PROVIDE 12" N FILLER(S). NAIL ALL TOGETHER n PLYWOOD FILLER(S). NAIL 4 W/ 16d COMMON NAILS, ALL TOGETHER W/ 16d 2-ROWS, 61O.C. COMMON NAILS, 2-ROWS, 6' h O.0 SHORT 2x STUDS 2m mm an BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x 8" MIN. EXPANSION WINDOW BOLT W/ 3x3 OVERSIZED JACK STUD 2x NAILED INTO WASHERS PLACED 16" O.C. 4' INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SEC FILLER BELOW W/ 16d 0 COMMON NAILS, 6"O.C. SHORT 2x STUDS BENEATH WINDOWSILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 10 Q PLYWOOD FILLER(S). NAIL (5) 2. STUDS IN CORNER., NAIL 2x MID -HEIGHT BLOCKING B ALL TOGETHER W/ t6d THE (3) CORNER STUDS AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 5' TOGETHER W/ 16d NAILS, 3" W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. O.C. END SIZE AND OUANITV <� PROVIDE 1x WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 5' SIMPSON H10A W/ 10d x 1 10 O.C. LAP TOP PLATES GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 AT CORNER, ALLHOLES OR SPH8 TOP & BOTTOM TYPICAL 2z STUDS 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 SPACING SPECIFIED (q) STUDS IN CORNER. NAIL AND NAIL W/ S, COMMON (A GALV. COMMON NAILS m ON PLANS THEE CORNER STUDS 11 NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL TOGETHER W/ 16d NAILS, 3" 0 � 3" ERY LONG NAIL DO NOT USE T O C. O 3" LONG NAILS e ' BTM. MEMBER OF TOP � iy--.Fgl.11 PLATE SPLICE MUST LSTA18 W/ t0dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO TYP. ONLY FL#17244 JACK STUDS E [4�1 so V.'DIA "MI P. BOLT W/ 4" 3X3 OVERSIZED WASHERS PLACED 4" 7. T TYP. 32" O/C 6" MIN CONC.EMBED. TYP. 16" MAX. 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2x6 (2) 2x8 (3) 2x8 (2) 2x10 (3) 2z10 (2) N12 (3) 2x12 gOp g6gO.O, 8=VACW@3r0.0. 0 - 2 R O2x4 t O a 2 2x42 2x4 (3) 2x4 (3) 2x4 SPAN KINGS SPAN KINGS (2)2x6 (2) O (2)2x6 (2) (3)2x60-2ft 3-4ft 3-4ft 1 2 0-2ft 3 -4ft 1 2 2 2x42 2x4a 6 l2x6 2x6 ( ) 2x6 ()2x6 (2) 2x6 () (2) 2x6 2x4 2 2x4 2 2x4 22x4 2 2x4 2 2x4 5 -6ft 3 5-6ft 25-6ft N6 N6 x6 2x6 (2) 2x6 (2 2x6 (2) 2x60 7'8ft 3 7-8R 37-Bft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 S-tOft 5 9-tOft 3 2x6 2x6 2x6 2x6 2x6 (2) N6 9-10ft 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 - 12 ft 5 10 -12It 4 2x6 2x6 2x6 2x6 2x6 2x6 10 -12 ft 2x4 2x4 2x4 2.4 2x4 2 2x4 2 2x4 2 2x4 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=1'4' 15' MAX. 16" MAX. PROVIDE (3) STUDS ® NAIL STUDS CORNERS LAP TOP TOGETHER W/ —NAIL STUDS �' `—PROVIDE (3) STUDS 0 TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d 0 12" O.C. 12d 0 1Z' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 PLYWOOD SHEATHING, "ROOFNJALUFLOOR SHEATHING CORNERS LAP TOP SEE"ROOFNJALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16"MAX SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D PR J ClOVIDE EXTERIOR MASONRY (3) / WOOD CORNERSSTUDS LAP TOP CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE. 1 17=1'-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 12' O.C. 12" DIA SIMPSON TITEN BOLTS 5" MINIMUM 12" DIA. SIMPSON TITEN BOLTS 5' MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFNVALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" le, O/C, VERTICALLY MAX 16' O/C, VERTICALLY MAX G`3 NAIL STUDS TOGETHER W/ 12d gd 12' O.C. SHEATHING ON4�2 INTERIOR OR A Bim v EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT 1) L CK N 2x4 WALL (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2.6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) J1 1441 N. RONALD REAGAJIBLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774407www.abdesigngroup. AA #: 0003326 O C SUDDIV. ae LOT: ABBOTT PARK LOT #26 BLK. #12 PIt0im 04181.00 -26121 MODEls 3EEB "2260-ELSTON" C;AP.AGE 811ING: RIGHT PAGE: DETAILS %160MH AC FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK $IZEDITION REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE ORREM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. =TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P.I) WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 &S (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 6 evs0><v de LOT: ABBOTT PARK LOT #26 BLK #12 PROJECTIP 04181.000-26121 MODEL 3EEB "2260—ELSTON" GARAGE BWMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EX. C d DAB 6/14/21 8CAIM: 1/4"=1'-0" 8I1EET S5 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 7RU88 MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALLTRUSS 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" = 1'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AAN: 0003325 q a R IPR u13DIV. de Lolil BBOTT PARK LOT #26 BLK. #12 OJECT 04181.000-26121 MODEL: " 3EEB ' 2260-ELSTON GARAGE SWMG: RIGHT PAGE: ROOF FRAMING PLAN 160 MPH EXK C j a 92 AR Dw 6/14/21 SCALE: 1/4"=1'-0" BREET s ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33fC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. �I' HIP Roof 4`i ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.90) ZONE 2r = 82.90 PSF (92.90) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED., 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 S FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 212' 0131 F1667 SCREW SHANK 170,000 RING i6-RINGS PER RSRS-03 8tl RING SHANK 2 3/8" 0.113 F1667 SCREW SHANK INCH) ) RSRSSRS-01 8d RINGSHANK, PNEUMATIC 2 3/8' 0.113 F1667 SCREW -NAILS RSRS-01 o� Ic cu�eruln r� -�� EXTERIOR SHEATHING USE 12" CDX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM 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. IVBUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF BHEATHNo ATTAgBr@R BPACNO ZONE 1: 1 Od NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 1 Od NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3[ 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8 NM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sa RINGBHANKGUNNAILEIII •OC. TOP 8 BOTTOM EDGES IS U Z O R i0 XT SHFATHING ATTACHMFNT z �o . EXT. 1111111IMM-mmiIII H 11 111,111.111.111.111.11`_ II .. WHIM GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK IN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING .'2" DECK SCREWS 0 6'-8' O.C. MAX 0 EQGES & 12' O.C. MM 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 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRANANGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE I.XPa5111 TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS . APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION All EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6iAIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 102/802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS . DRAWINGSSEAMS LAPPED B INCHES AND SEALED MATH ADHESIVE TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK 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 WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLAM, MINIMUM NAILING PER FBCR 2D20, 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 WTH 2x 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 KSH' 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 Al D64/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRILISM: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED 3'-0" OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENIN P . GS"BV THE NF A TRUSS DESIGNS SHALL BE SIGNED AND 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 A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT i I EC O ENG NEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pet TOP CHORD -non -concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" A'8 BAR - 36" WOOD TRUSSES. 10 sf BTM CHORD-nconcurrent p Jf5 BAR - #7 BAR - TRUSS MANUFACTURER W PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 38" CORNER BARS, BOND BEAM ONLY, LAPPEDD A AND TIED TO EACH BEAMM 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 ROOF$ IN ACCORDANCE WTH ANSI/ASCE 7 Be'. 1090, 18 psf TOP CHORD 20 psf TOP CHORD (7 psfW ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10Psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 ps( VIAND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE R2020) EXPOSURE C, RISK CATEGORY IU 020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL 8116 BLE(FB LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WTH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40ps(, SLEEPING ROOMS' 30pe, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS ETC. DIMENSIONS, ALL BWALLS SHALL BE HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK TSPECIFIED THE RUSS TO STRUCTURE CONNECTIONSAND ND LOADS S EC ED 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 frn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON-TRACTWEER DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THEEENGINEER. EIN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS 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 W1 A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF (, FOOTING 2,000 psCCORDANCE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED A DRY DENSITY OF AT LEAST THE THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN A TREAT A WTH ASTM 0.1557. AT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL N THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. 148 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPAGTY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN METSHALL STRUCTt)RAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE" 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A38M FY = 36 kd FOR ANGLES, PLATES BE AND W-SHAPES. STRUCTURAL TUBING SHALL A$TM A500/A500M GRADE B F = 481ai. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE TYPE F = D B EEORS Y � Y 2 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 35 ksi, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 000 5-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE PAX PRIORTO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WTH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C91M 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 IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. T SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTCROF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: MIT FOR 05 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31P FOR SLABS, WALLS AND JOISTS 1412' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION I SIZE TYPE SPACING REMARKS APPLICATION 912E TYPE SPAONO REMARKB RING TO MASONRY I WNC. CASE HARDENED CDL NNL11Yt'LONO. S OF O E DOOR BLCM TO MASONRVroONC 14° tlA TAPCON MASONRY FASTENER BOX; 2• EMeEO., Y ENO qST., /1"ED CIET. SOOALEXT. DOORS . SEE NOTE6 CASE HARpENEDODL 9"OC STAGGERW WINDONaWOPo FASTENED NTO MASOMY/WHO GARAGE OJIX2 BUCK TO MA60NtVlOONC� `tlA IX2 EXPANSIgJ BOLT OIL (YS'gA) 3a OF(1/Y qAI EMBE¢. a"ENT qei., I 3`EDGEDIST. wwpow BJCX HwDENEDLDL v DO MANDDwl000R1 FASTENm METAL STRAR TO CONTACT THIS ENGINEER FOR SPACING tx PT. SEE NOTES NUL11m LONG. sTAGCEREO INTO _. AsoNRrlmNc. REQUIREMENTS EXT_NGDOOR BUCK 3 PT, SEE NOTES o3I1 'TAP-T ASTNER IS- zEMSED, B'EK1 n' EDGE tl NON9EARIMi WOOD qLL TO CONC. BIPB 1rz^ PNSb ]<O� 4'EMSED 4`EFD -WASHER BOLT N DIST., 3" EDGE q8i. h-NDCWBUCI( 0.138°PAEx21IS` S"DIC 4"ENO. DST., 112' PT T09 EELCOL., SEE WIWASHER STAGGERED EDGE qST NOTES HM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOW6 AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOAOR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS DUDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.a bdes ign grou p.com AA #: 0003325 8 ON G a) 2 og ySp� 1STJ GM Z LOT: ABBOTT PARK LOT #26 BLK. #12 3PROJM' 04181.000-26121 MODEIC 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EA C 0 s © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHA e MAX. DETAIL A FASCIA 7Q STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER 7QSTAPLES INSTALLED4MAX.. Mg THRU SOFFIT AND1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL HEM AND IN VALLEYS FIT 10 STAPLES INSTALLED @OFFIT(D 12" O.C. MAX (INTO )WOOD) IN J-CHANNEL-CHANNEL DETAIL B Q9 ELQ3 SLOT J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED 7Q TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, Q7 STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS NEL 3Q j' MAX-d1Io— DETAIL D (D STAPLESINSTALLED- THRU THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT----' 0 J-CHANNEL- ill n=TA I I G' J-L;tIANNtL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN SEE DETAIL'A' SEE DETAIL'E'— EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'— SEE DETAIL'E'— T EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOf NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" @MAX O.C. STAPLES INSTALLED @ tWOOD 2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR (NOTE 1) Q3 J-CHANNEL- f, nPTAII [ _ J-UMANNtL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. see::•.. •° :f8;? :i:•: 13.519 EAVE WIDTH ••=e>tez?eeee;..,• •�'• • .375 .375 °:;eee' (ROOF .4 3.625 3.625 66 OVERHANG) 5 \ .08 .03 12 "—CONCRETE; eA CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD., LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 a IA tMDIV.BBOTT PARK LOT #26 BLK. #12 ROJECT* 04181.000-26121 MODELa 3EEB "2260-ELSTON" GARAGE B'WMG: RIGHT PAGE: SOFFIT DETAILS t,16VVH E . C l"°° R NO" O"") f �6/14/21 CALE: 1/4"=f-O" HEET SDZ 2"L-- Cr