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H 99 2447 3EFB-ROBIE99 µI� 'J GpO�� • ' �� ca,�C coo 4 G�'0 1��NG� 1 h HOMES REv1Ew HYRHi TAN E��INER 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax= (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FLOWA BURMG COD& iZS I,, nsv. ABOVE LAv. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE ��GN iL(� ( ) .,vy LOCALeau srArs -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB -10. FOR FINISH - CLASS B A/C Aw AMP, HD. CL CAB. CLG. AIRCONDITIONING ADJUSTABLE AMPERAGE BOARD CENTERLINE CAB NET GEEING LUM. a MIN M.T MTD. MTL. NTS. LUMINOUS MENUF��� T MINIMUM METAL THRESHOLD MOUNTED METAL SCALE NOT TO C m 2-STORY BLOCK CONVERSION ARCHITECTURAL SHEET DESCRIPTION OUWAB BID SET ISBI�D PG CS -COVER PAGE PG GN—GENERAL NOTES PG Al -FIRST FLOOR PLAN SAS 2011 FBC UPDATE 02A2AS STONE ELEVATIONS ADDED 0215A8 BID SET RE -ISSUED TAMPA, FL 33637 -BASIC WIND SPEED - Vult=L130 MPH C.R.I CLEAR O.C. ON CENTER PG AlA-DETAILS ��� FOOTING REVISION PERM BOUE9 TEL: (813) 740-9720 FAX: (813) 740-9715 Vasd=I24 MPH -EXPOSURE - C -I-STORY RESIDENCE - :I -STORY RESIDENCE - WX HEIGHT AS PER LOCAL AND STATE CODS CONC. CPI'. C.T. D. DBL. D.G. DIG. DIM. DISK DP. DR Ds. DTL. CONCRETE CARPET CERAMIC TILE DRYER DGDBLE DIAMETER DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAH, PL PB. PIL PLT. PLYWD. PR P.T. R RAD. RA.G. REF. RM. R.O. PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSIRH TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGHOPENING PG A2-SECOND FLOOR PLAN PG A3H—FRONT & REAR ELEVATION "H" PG A4H-LEFT & RIGHT ELEVATION "H" 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 O5�S IN=RPORA,TE I -JOIST DETAILS 4 FRW1fNG PLANS PER M. BOUES 01A2A8 CONSTRUCTION DOCUMENTS RE -ISSUED m8/7m/IB BOLLARD DETAIL REVISED OM/M DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SI2A STATE OF FLORIDA SQ.". CALL. S m2/6/i8 TRUSS ID'S ADDED TO FRAMING, SHEET 02/26/19 PLAN MAINTENANCE 04/M REVISED LINTEL SIZE • ENTRY PROFESSIONAL ARCHITECT: DW. DISHWASHER SC. SOLID CORE EXTDR PG Di —DETAILS ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: 407 774-6078GARAGE ( ) Fax: (407) 774-4078 IST FLR LIVING I" Sa. FT. 2ND R.R over. 1,3% SOL FT TOTAL LIvi4G 2,441 SQ FT. 403 Sa. FT ENTRY 32 SaFT. a. TOTAL 2"2 SFT. FA. EL.Ev EQ. EXII EXT. F.GTX E.G. FIN. FL R FLUOR. FR. DR. FIG, GA. GAR.DISP. GF EACH SD, ELEVATION &FL EQUAL SITL UST 8 EEXXfERIOR SHWR FIXED GLASS SIM FUEL GAS sL. FINISH SL.OL. FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND-FAULT CIRCUIT T.O.P. INTERRUPTER T.G.S. SMOKE DETECTOR SINGLEHUNG SHEET_ WER SDRLAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOPOFCURB.I. TOP OF PLATE TOP OFSLAB PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL 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 04R6AS UPDATED LEDGER BOLT SIZE I SPACING 06,21a ADDED LED LIGM • KITC44EN 4 BATHROOMS PER MARK Boas owim REVISED I -JOIST LAYOUT VM3A% LEDGER BOLT SPACING REVISED em m FURI ACE USP CONNECTORS OM SMPWN CONNECTORS IM/ei le REVISED STAW-46E AND STAN SECTION DETAIL O6A72Qm ADDED OPT. UPbtA1R8 LNers PA4W DOOR REVISED TO 2-6 OPL W-m'O.G. HOT. I FBCWDATE STRUCTURAL SHEET DESCRIPTION SXIV PATIO SO SOL FT GL. GYP. HD. GLASS GYPSUM BOARD TYP. U.N.O. TYPICAL UNLESS NOTED PG SI-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.IB-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN HB. HOSE BIB OTHERWISE H.C. HOLLOW CORE VP. VAPOR PROOF RDR. HEADER W. WASHER FIGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WOW WINDOWiEA DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LTAB0ITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. H W.I. m WROUGHT IRON PG S�} PG S2-FIRST -FI DETAILS RST FLOOR LIFT BEAM PLAN AND NOTES l'1� IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.2A-SAFE LOAD TABLES IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG 93-FIRST FLOOR FRAMING PLAN 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 PG S3.lA-DETAIIS PG S3.1B-DETAILS PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG 94.IA-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFY9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LJFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES RESPONSIBRITY FOR INTERPRETATIONS OF PG S6-ROOF FRAMING PLAN CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SN1-DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. PG SDI -SOFFIT DETAILS04 1441 N. RONALD RFAGAN SL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 2 k 4 3 t ��pppLL i a 4 4kl 8U33DIV. 41C LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL3EFB "2447-ROBIE" GARAGE STIMC : RIGHT PAGE: COVER SHEET i PH LXP. C t PRINT 03/3/21 DATE: 8aALE:l/4- = 1'-0" SHEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95 % MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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. B. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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: L STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR 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. PLUMB046 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 IT AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVER NO 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUC ION 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. R3027. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF 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. EXTERIOR SOFI7TS 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) 7Hi EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) MAR 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwlabdesigngmup.com L AA#: 0003325 S t_ J o aulswv. ac LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL 3EFB "2447-ROBIE" GARAGE SWMG: RIGHT PAGE: GENERAL NOTES 160 MPH EV, C 03/3/21 8CALM i/4" = 1'-o" M ET GN r Aw 29'-B' �_3, 01_0. IS,-5. 11, PATIO 2-� 8 iiGM III BEDROOM# 8'-v c a e2 / POS T v.` - M 2' SM' �8 I _ I -- V I -Ir cm I 5'- o 8e We 101 DINING ROOM N • d1 O 8'-& Q.G \14I A I I I I STAIR DATA 15 RISERS • 152' I I 14 TREADS • 10' 36 x60 I, NOSING. •� PAN COATS "i POST �SHWR V. PANTRY F7,_4 5 _m. 8' 6._0. �,_0. 6,_4. s 2' H. HALF WALL GAP s e BOLLARD AS RECL PER BLDG. CODE GARAGE UP o FOYER B 8'-v Q.G. M.T. V.0' r. 3m6e ENTRY 8.-6. GLc% 16'-0'X1'-O'OND. -1'-4' MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UNO ON PLANS 8'-0' BRG. 8' BLOCK WALL UNA ON PLANS 11'-4' 5F;r- LOAD BRCS. WALL UNA. ON PLANS 44' INTEROR NON LOAD 1512G. WALL UNO. ON PLANS ALL INTERIOR DOORS TO BE 6'-8' HT SQ.FT. CALL. S IST FLR LIVING I" 15a FT. 2ND RR LIVING 1.3" Sa FT. TOTAL LIVING 2,441 SQ FT. GARAGE 403 SQ. FT. ENTRY 32 SQ FT. TOTAL 2002 Sa FT. 8XIV PATIO 80 Sa FT. 00WOMAIDaA00N0MDLOM BASIC UD ESGSISE FORS SECOND OSS18 as= SMMIE 201E WI HMDIND RHOSRB McTIM FIDNAOE MIN. WINDOW 0 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA Sfa.D. MIN. 41 9 34/-43 CRITERIA 8010 OAD. 56 5 31/-35 12'xl2' SOFFIT 1 5 31.3/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=IL, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00lBROLDA1190 21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. FIRST FLOOR PLAN SCALE: 1/4 . 1'-0' NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 h,IAR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.mm AA #: 0003325 r q u rq o C stmD2v. ae LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 !MODEL• 3EFB "2447—ROBIE" GARAGE SY/71JG: RIGHT PAGE: FIRST FLOOR PLAN %160/%H EXKC N2 PRINT 03/3/21 DATE• SCAL L-1/4' = 1'-0' SHEET Al r i (2) 2XI2 WE WE FRAMING (3) 2X4 DLOCKIN SEE FRAMW. PU 3/4' TOG SUB FLOOR GLUED 460 REUIED PER FASTENER� SCFEDIAE 9'-4 3/4' 2ND FIN. FLR... 8'-0' BRCS. HGT. io PRE-ENGb ROORW 8YSTVI (SEE FLOOR FRAMING SWEET) / (2) 2XS WEADENi SEE FRN"4G J PLAN MOM� STAIRS RISERS TO CGTFORI9 TO FECR TTW EDITION (MO) net TREAD-W MAX. RISER-1 3/4' 3A6' MAX VARIATION N RISER15AMADS ADJACENT TO EACH OTFER 3)8' MAX VARIATION N ANY RMER/71EAD HAImRAIL CIRCULAR CROSS SECTION DIA TO BE 1 1/4' .-V4' OR PROVIDE EQUIVALENT GRA.PABILITY WINDERS- MIN. 6' WDE NARROW END Mal II' WDTW • 12' FROM NARROW END 34' MN. HANDRAIL Writ. 'BO SED ACCESSIBLE SPACE WDER STAIRS SHALL HAVE WALL.. UNDER STAIR SURFACE AND ANY SOFFIT. PROTECTED ON TWE ENCLOSED SIDE OATH V2' GYMW BOARDS. FBCR 302.1. 0'-0' FIN. FLR.- ice* DE1L. TOP PLATE 0 M BAR DETAIL 42' WIGW WALE U Al I Iw GAP (2) LAYERS OF 3/4' PLYUIOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STIOW.ER WK3J0 3' SCREWS • EA STRMGER, WTNREADED SHANC TO EMEND BEYOND TWIC10a:86 OF SUB -FLOOR SFEATNNG — 54 MBON G M S-20 BEE FRAMING FLAN \ 42' R IM uIALL UV \ GAP \ 3/4' KICK \ PLATE TS \ \ I' MAX \ m. \ MM 2 X 4 RE -►FORCING • EA 2 X 12 STV -1 \ SECURE WA2d 6 -e OG. STAIR DATA: 15R • 1.52' 14 TFMA S 3-2XI2 SYP STRM R \ NIG REINFORCED UVAX4 SPF \ W)CONT. DEAD OF \ SIB -BOOR ADHESIVE FL-400 OR SMILAREbd • \ EA WORZONTAL RUN 2X4 ATTdCWED U!/ IOd— IOR MASOP NAILS • 2X4 P.T. BLEEPER INTO SLAB WTHN 8' OF EACH Elm, 32- OZ. MAX STAIR SECTION B SCALE: 1/2'•1'-0' HANDRAIL • W/ 2X4 RE -IN THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1B2 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 lj't 2- OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND o A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES �m SHALL HAVE A MINIMUM RADIUS OF 1/5% 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / F.B.G. 2020 CHANDRAIL SECTION SCALE:3/4'•I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003325 i 114 64 V � � O tit 3 S i m � Qsaa sUHDIV. de LAT: ABBOTT PARK LOT #31 BLK #11 PROJECT* 04181.000-31111 MODEL' 3EFB "2447-ROBIE" GARAGE BVMG: RIGHT PAGE: FLOOR PLAN DETAILS 160 MPH E .1 C H$ �02� sCALX:1/4' = 1'-0* SHEET A1A v I BA.. !3 AV. L AV. L "M i - ik .'x SECOND FLOOR PLAN 1/4. V-0' 1441 N. RONALD REAGAN LONGWOOD, FL 32750 o PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 o ii BLVD. I 111 -L.) o ® pp U U) M x 0 0 , x NJ ABBOTT PARK tOJZCT# 04181.000-31111 MOIDICU 3EFB "2447-ROBIE" GA1;tAC;E SMNG: RIGHT FLOOR PLAN V..160 MPH C -j AE EOD X. BLVD. I 111 -L.) o ® pp U U) M x 0 0 , x NJ ABBOTT PARK tOJZCT# 04181.000-31111 MOIDICU 3EFB "2447-ROBIE" GA1;tAC;E SMNG: RIGHT FLOOR PLAN V..160 MPH C -j AE EOD X. ABBOTT PARK tOJZCT# 04181.000-31111 MOIDICU 3EFB "2447-ROBIE" GA1;tAC;E SMNG: RIGHT FLOOR PLAN V..160 MPH C -j 614INGLE ROOF Il'-4' 2ND FLR BRG NGT�- FYPON BKTIMI — OR EOJIVALENT 12 9'-4 3/4' 2ND, 5 FIN. _ - W-0' IST FLR SRG. 41-- �-- 12 6t� -------- It-- a 4' RAISED BAND (TYP.J i. �� 4' RAISED HAND ao (TYPJ p 0'-0• FIN. FLR LINE TO BE SCORED FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH IT'-4' 2ND FLR BR.. HST. 9'-4 3/4' 2ND4, FIN. FLR. 8'-0' IST FLR BRG. HGT.l 0'-O' FIN. FLR. , REAR ELEVATION TEXTURED FINISH -0' -4' RAISED BAND (TYP-) 8' RAISED BAND . 9'-4 3/4' 2ND 'FIN. FLR ,i8'-0' I6TT. FLR eR� G. COACH LIGHT &' RAISED 9 BAND (TYP-) -0' FIN �IT-4. OCT. FLR 0• BRG ,L 9'-4 3/4' 2ND FINFIN. F_ 15T FLR THG ,oO'-0' FIN. FLR AREA OF ATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1451/300 = 4.84 VENTILATION AREA X SQ. INCHES PER Fr.(144) = 696.48 SQ. IN. MIN. REQUIRED VENTILATION = .5X 696.48 IN UPPER PORTION OF ATTIC = 348.24 SQ. IN. OFFRIDGEVENTILATION AREA = 115 SQ. IN. PER VENT 34&24 /138 TOTAL#OF VENTS REQUIRED = 3.02817 TOTAL#OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOROF WALL, NOOVERHANGS INCLUDED) IR' THICK 2 COAT CEMENT PLASTER APPLIED DIRICTLr TO MASONRY 4•x4' GALV. 'L'-TYPE FL48HM SET IN W41bERLATMENT A8 FER FBCR 2x6 Sl'P PT LEDGER.V SOSJL WOOF SHEATHING 7HIOQE88 V2'x6' THREADED INlOD 32' AlPER 61#ET SNL SEGIIRED F'ER OL.. UATHN W OF EACH FASTENER SOIEDIAE END MAX SET IN 8M7P4100N SN'IPSON LSU-26 NIGH STRENGTH EXPDXY OR ROOF SLOPE FER --- ELEVATION MN lAi' OBD SFEATNPG 2X6 SYP 1-r LEDGER W( Nk8' TFNEADED Ia7D GUSSET TO EE SECURED TO 32, O.C. • UNT14N 6' OF 2X6 MEMBERS UV 8d NAILS W S'd EACH END MAX SET IN 3' OL. • PE I'-4' BN'IPBON HIGW 6TREIYT14 SIMr4wN LLIS-26 W) (4) Wd'. 2,_0• EXPDXY S' MN EMBED. TO LEDGER AND (2) 10d. TO 2x6 J016T CHANNEL FOR SOFFIT a OVERHANG DETAIL SCALE: 1/2 . F-0' ENGINEERED WOOD TPLOSES • 24' OZ. SUBMIT 6HOP DRAUNNG6 SEALED BY PROFESSIONAL ENGINEER FOR RENEW AND CCM 1R8 PLYWOOD 6HEATHNG SEE STRUCTURAL 2ND FILM BRG. HGr. (F'ER ELEVJ R0CIPM AND FLASHING UV DRIP Twrs OTRnro ,vo APJG I ft EDGE PER MNFR WARRANTEE SO.�lalcn✓t.AL REQUIREMENTS WRAP FASCIA OT14 BREAK METAL MAACNPrr BOND SM'W S@ siRlcnwAL h12, 2xb WOOD FASCIA SEE STRICTUIRAL FOR FASTENERS VENTED 60WIT PER ATTIC CALC'6 V2' THICIG, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR UANDOW F'ER FLAN RAKE SOFFIT DETAIL B SCALE: IR . 1'-0' i44i N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 w .abdesigngroupxom AA S: 0003325 h U A: � o us � of 14 C g SUBDIV. & I.OT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 )1[ODELe 3EFB "2447- ROBIE" GARAGE 8!/ING: RIGHT PAGE: FRONT & REAR ELEVATION I, H„H 16 EXP. 8CAI.E 114" = f-0" SHEET A3 H I1'-4' 2ND FLR, V-43/4'2ND FIN. FLR 8'-0' IST FLR., _ B� --- 0'-0' FIN. FLR op Il'-4' 2ND FLR BRG. HGT. W-4 3/4' 2ND , FIN. FLR 8'-O' 16T_FLR BRG HGT Y 0'-0' FIN. FLR_ LEFT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH RIGHT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH FIN. FLR T-4� BRG. HGT. 9" 4 3/4' 2ND FIN. FLR 8'-0IST FLR BV @S NGT 4)0'-0' FIN. FLR 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX 407-7744078'. www.abdesigngroup.com AA #: 0003325 N04 y o F ffi A 9 _ F SUHDIV. de M07 ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000— 31111 MODEL- 3EFB "2447- ROBIE" GARAGE OMMO: RIGHT PAGE: RIGHT & LEFT ELEVATION "H„ 160 MPYNEXP. C o I 70Lt D " 03/3/21 SC • 1/4• = 1'_0- 9 MET A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES — e DSV OUTLET 20 Air SNINLE POLE Ill OUTLET IIOV OUTLET 102 O► OUTLET Mitts TO VI"04 --ice ON IIDV OUTLET � P� N"D*A- R"AMPSR j NOWTAW TYPE) 220v OUTLET (4) ft CONNECTION —N=N— gP � I— GFI MI. WAT6lFROQ CUTLET GROUND GROPAiLT NIEMPTER SMTC14 SUNITCM 3-WAY OPER W4 SMTCH 4-WAY OPER r_%1 ul4LL f10UlTlD L. CEILING LIGHT © LED CLG LIGHT LED VAPOR ©VP FROM LIGHT OVP VAPOR Mil LIGHT OPNKXOGED CAN ~. FAN i OM PER Sa FT. VENT. FAN ftYLIDHT I CPM FER SG FT. v F rT L L roM'ITee tNeD By FLUORESCENT MMP ® AIR AIROIND (RECESSED) PLUORESCIIINT YNRAP AROUND � INEIIiA E PWJ 2' FIdOREBCEW 4' FLUORESCENT p W--.. p-- f A 4' 1RpOK LIf/U --m PANEL PETER SD. ST4oI� DETECTOR BAIT,BACK-IrLIOCr-1 uILUA�LBBE �• 1 �'J "L PIOLMM Dfftm aR gIC,tl9 ®Cmolim SRO C01'� cores NTIIR•CORCTEo SHALL BE A DISTANCE OF NDT LESS THEN 4- FROM QAALL MIDANT LIGHT n� NATURAL GAS OUTLET ► TB.EPFIOB JALK M4 DISC�ONECT IQY Alti R,P•® Efra1ZQ AR. CpDi TO DMICWEOT SEE AM Oa FE TEIPVINM JACTc [Ober TO gm &APPDANOr11V N OAC J -sox O AccproA D S C1 SOX R t'IARCFD AS RIICM FOR CELN6 Box Pokwmm CELNG FANLIl TO as OUPPOPITlD N ACCOIIIDANCE R# Bort MAIRQD AS SUCH FOR WWrION pip 2W NCADExe)t LIGHT 67mr, nnnnnn NC4NN2Eecv+ L GHT STRP 4S• RCADC/CEW LIGNT STRP N1AOD LIGHT KP OF". "all r KEYPAD ftiJ PD. MW SUTTCH FOR Oilmm on FORT • LOCATION OF Tv JACKS 4 PMONE OUTLETS 4 PAW TO BE VERFIED w HONncuAm PRE -CONSTRUCTION MEETRY> • ALL 16 A 20 AMP BRANCH CIRCUITS TO DE ARC FAULT PROTECTCD PER ELECTRKAL PROVISIONS Or 1ISCIR 'ITFI ®ITIOI [2w2e) 1 NEO 21OD 20n EDraM • M LAUNDRY AMP DEDICATED LARY C#CUIT. • GFl • ISLAND (NOT ON K170.101 CIRCUIT) • DISHWASHER! DISCONNECT TO BELOCKOUT N PANEL • BATHROOM 0G1w)ST FAN TO RAVE MN CAPACITY OF SO CRI INTERMITTENT PER ELECTRICAL P7ROVODNS OF SECTION MOO" FBf1R 1TH EDIr10N [2e2e). • LAUNDRY ROOM RECEPTACLE SHALL BE CROUD FAULT CIRDIIT-MERSPTER PROTECTION FOR FERSONEL ON FEEDERS • M M METN= SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF IR3GIR TTN eD r202e) • ALL. WORK TO COMPLY MTN ELECTRICAL FROISIONS O nE TECR TTH m r2e202 •ALL LA•re SRALL Re eFl sr+�n eY PJELDER AND TSf OR LtlHTNa MIST BE ONEwGY 6i1GIBNT TYPE PER RAG E.ERGY DDNeERVAnON rIN�IDENTIAL ENEwGY E41CtIENCY) 2e2e. TUN ®IttON woes) E PATIO PRE -WIRED CLG FAN U :J ROOM ROOM \1 II TO I D FL. t I 1 I� 1 I O FOYER `�-A ENTRY II BDRM42 PRE -WIRED 0 CLG FAN I I I O I SD. HOOD WARE W/ &X, / OUTLET FOR / FUTURE MICRO. TLET I GF FOR DW -- L f L L BATH #2 I �NL I I I L71 I ° r I ll�LJJ a GFI ITCH IN CABINET RTTCH@I P _ REF. i _ STFI — Piz. FOR PAN. GARAGE 1\ DOOR GFI • 44' APP. O 1\ GARAGE BOLLARD AS RECL PER SLOG. CODE KEYLESS FIXTURE 6 GFI GARAGE DOOR PREWIRE IRRIGATION GFI OUTLET w 48' AFF. -- C.O LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 . V-0' ALL BRMICH CIR UIM REGIRED N AM II05I ARE TO BE PROTECTED BY AN ARC -FA LT ?dERMIFTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT METER FIELD VERIFY LOC. WP Panel MAIN -A PANEL: 8116 wp crL breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- III 1 Cu THW N & 1-#6 Cu (G) in 1 1/2' C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in i 12' C. Wire pole BI# Description Waft Circuit Circuit Weft DescriptionDescripticn Bier Pole WIre #12 1 20 Extmor Receptacle GFl Iw TUG I" I 2 Space Space #12 2 20 Nagaam Pump 1000 3 5 4 6 6240 ArG C. U.-1 30 2 1 #10 Space 7 8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#i Cu TFMN & 1-#6 Cu (G) in 1 12" C. OR 3-92/0 AL THUW & 1-#6 Cu (G) in 1 12' C. Wire Pole Btr D•aeriptbn Weft Cireuh Circuit Wafts Deem Don 81. Pots Wire #12 1 20 Small Appliance 15W 1 2 4 8000 Range 50 2 #5 # 12 1 M Microwale / Hood GFI 18W 3 #12 1 27 Small Appliame 15M 5 6 4500 Watat-leater 25 2 #10 # 12 1 20 Relligerator 1500 7 8 # 12 1 20 erring Receptades AFCI two 9 10 1200 Disposal GFI 20 1 #12 #12 1 2D Bath GFI Reoeptades 12DO 11 12 1500 Dishwasher GFl 20 1 #12 #12 1 20 Foyer/HMI/DMng AFCI 1210 13 14 16 5000 Dryer GFl 30 2 #10 #14 1 15 otc rism U1mg Rcaa, Paay UghtS AFCI 900 15 Space 17 18 1600 Washer GFl 20 1 #12 #14 1 1 15 ISO & GO AFCI 900 19 20 1000 Garage Door Opener GFI 2) 1 #12 012 1 20 Bed 72 a Bah #2 AFq 1200 21 22 1200 Gore / E%1mm Lts 8 Rey r tads AFq 2) 1 #12 #12 1 20 Bed #5 & Bah #3 & Hal & Lauridry AFCI 12DO 23 24 900 Bad #1 AFCI 15 1 #14 Space 25 26 900 Berri 01 AFCI 15 1 #14 Space 27 28 1000 Wgeam corals My 21 1 #12 Space 29 30 Space Space 31 32 Space Space 33 34 Space ace 35 36 Space Specs 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 39 41 40 Space 42 Space Load subject to demand factor calculations f Nne 16600 26700 Load subject to demand /actor calculatims I tine Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON! -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43300 First 10000 watts at 10D% 10000 Remaining watts at 40% 13320 Total A/C load 117E LOAD CALCULATION IS BASED ON AR: NON -COINCIDENT LOAD Total Connected Load Watts 35085 Total Amps (watts 1240 %dial 140.2 General Lighting & Receptacle Load Total A/C Square Feet 2447 Gmerel Lt. & Rec 3 W / Sq. Ft. 7341 1,141ets 1 at 65WILIghl at 100% 65 Total Gmerel Light. & Rec (Watts) 7406 Ckts# watts/0kt Total watts C--W Lt5 on & Rec Pond A 8 926 7406 I L I I � I I� II' LED LIGHTING C SINGLE LAV. BATH R PROVIDE 3•2/0 CU, THW r 1% CU IN 2' CONDUIT OR 3 WO AL, THW . 1% CU IN 2' CONDUIT OR I/O AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT E OVERHANG.) Ir20 AMP ELECTRICAL RISER NOT TO SCALE. COMBNATION SERVICE 150 AMP DISCONNECT SUNTC 4 AND 120/240 VOLT GENERAL NOTES; M ELECTRIC METER N I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA 3R ENCLOSURE MLO COMPLY UBTH ELECTRICAL PROVISIONS OF T1 E FECR IT14 PANEL EDITION (2020). LOCAL CODES, AND ALL LOCAL POUER COMPANY REQUIREMENTS. 150A2P B. ALL CONDUCTORS SHALL BE TYPE THEN TH W UNLESS MC15 NOTED OTFERIIASE. POWER C40MPANY TRANSFOFWMR GRADE PROVIDE LSO AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CU) N 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN I" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS FRONDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 04 04 q pa � 6y o O Kim 1pritoilEcTilif tmz)rv. Z LOT ABBOTT PARK LOT #31 BLK #11 04181.000-31111 S[ODEL• 3EFB "2447—ROBIE" GARAGE $WING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 16 PH EXP. C TELEPHONE SERICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCEO EQUIPMENT EQUIPMENT INTERSYSTEM BONDING# TERMNAL AT LOW VOLTAGE CONVECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION /202 ?A 5/8" DIA X 8 FT LOW. COPPER CLAD GROUND ROD 5 g FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' VTR VTR y A i PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003326 R 04 C t 7 y O ® C C C 4 9VHDIV. de LOT: ABBOTT PARK LOT #31 BLK #11 PROJECT* 04181.000-31111 moDr.1- 3EFB "2447— ROBIE" GARAGE awns: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C 9CALE:1/4' = f-0' 1 P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON-CCNDITIONED AREAS 614ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-b RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS WALL NAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. PANTECH DBF IiV DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -� FITTING OR EXTENSION t0 SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56,000 INSIDE SERIES NICKEL BRASS TOP CAULK RVC OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILNG EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/I6'X2' TAP0NS C�UNIIT R CSIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 16XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' PROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' MAR d N. RONALD RFAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com M A: 0003325 n e Lo L J c C a A C C C 9UHDIV. A: IOT ABB0TT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL- 3EFB "2447- ROBIE" GARAGE 9TIMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 WW EXP. C OFLOOR SLAB CLEAN —OUT (TY�P.T) OEXT. GROUND CLEAN —OUT (TYPN) a� 1/4" = a.'-11" NI 1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE O= NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC 7TH EDITION (2020) MECHANICAL CODE SECTION 603 b. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS FS BALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL FREE DRAW AIR HANDLER CLOSET W/LO)VERED DOOR SUPPLIED BY BUILDER SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774E078 FAK 407-7744078 www.abdmigngroup.com AA #: 0003326 r; ro 64 o rp'�. J �c n OF 2 To h svHDIV. ae LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL.• 3EFB "2447—ROBIE" GARAGE 3111WO: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN %160 MH EXP. C 2x4 TOP PLATE FL PLAN FIE-FAB TIMM IR• TPOPULA 7 coar O' R711 !!.! V2' G.Cs. BOARD A IND eracnrx FOR rLAOTER DetaaT To Mpp•RT 2.6 P.T. IIC ATTACHED TO FILL NOTE: STUDS IN 5' DIA. SLEEVE, CELL AD PARTITIONS SUPPORTING DO NOT CUT AFIPVWVAL RF.O. 1/2' DRYWALL WALL HUNG PLUMBING RE%7"� "�°r'L °E°LANt FIXTURES AND WALL PIPE _ uEw�TWERSTIRIP CABINETS SHALL BE NOTtl�NG AL LESS THAN 2x4, WHERE BOND BEAM O NOT CUT r .�.. rol.o.. uc '°101ro MY L SOLID GROUT HE BOND au w�v stEa — DOORt11'�j 2x4 wooD SPACED NOT MORE w•.,�,,°° SEOJM BT. W/ (1)- 05EAMRLOTF TosySttms �24• THAN 16' O.C. OR, NOT _ ccinaa /-°0'0D°'°` 'L�OD''dr�rm cu.v.eTm W/ and MASONRY "'`^ ILI-,Il I MMN Lx{D, U!I-tCI�C NAIL 32' O.C. SPACED NOT MORE MAX THAN 24' O.G. - _. _ _ _. ___. _ _ ` r nx er aneRe m e c TO TRAM DRACKT° ROM nF PRO SLAB APPROVAL VAL REa FR,L FLR 2a PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: I 1/2'=I'-0' .."_.�•'•.o• 1 TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4' • 1'-0' FIBERGLASS SHINGLES FIBE�ASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 2X4 SPF 24' O.G. MAX WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.U. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET —1 a y 1g o � o id O inI fill ®C�g FIBERGLASS SHINGLES AS PER FBCR W511. THICKNESS AS PER PER STRUCTURAL DETAILS WITH UNDERLAYMENT ROOF SHEATHING SHEET SNE SECURED PER SECURED PER AS PER FBCR 905.U• THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER LgTIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/S' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR IR' HIGH SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE WD. TRU58 AX 2x FASCIA PER N ELEVATIONS W BOARD REFERENCE OX �EDVATITIONS O },PER ELEVATION VENTED SOFFIT IF ATI gTIyUCTURAI ////// SEE ENERGY CODE FORMS FII WALL SHEATHING CONT. 2x RAT RUN SECURED PER O PRE -ENS TRUSS INSULATION R-VALUES PRE-ENG TRUW THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING i MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE FASTENER SCHEDULE SEE ENERGY CODE FORTS FOR THICKNESS AS SECURER PER ■ I,_0, PER ELEVATION INSULATION R-VALUES 2x FASCIA PER ,P. 2x FASCIA PER PER ELEVATION » ON SHEET SNI FASTENER SCHEDULE ELEVATIONS OA ELEVATIONS PRE -ENS GABLE TRUSS 5/S' GYPSUM BOARD OR I/2' ON SHEET SNI. NIGH STRENGTH CLG. BOARS PRE-ENG. GABLE TFAM VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED SPECIFICATIONSAS PER SCTUREB STRUCTURAL DET2x P.T. SECURED AILS 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER - STRUCTURAL MANUFACTURES SPECIFICATIONS RENCE Ix2 P.T. FURRING _ STRUCTURAL _ STRIPS 24' O.G. I/2' THICK 2 GOAT PORTLAND Ix2 P.T. FURRNG S' GyIU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT GYP. IUL.•ED. CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. CEMENT RD• WOOD BASE DIRECTLY TO MASONRY WOOD BASE T APPLIED DIRECTLY TO MASONRY ' 0'-0• FIN. FLRj . — }, 0'-0' FIN. FLR. 0'-0' FIN. FLR _ 0'-0' FIN. FLR W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION ti B B NO OPENING NOTE: NO OPENING PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN SUHDiv. Z LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL.• 3EFB "2447—ROBIE" GARAGE 81IWG: RIGHT PAGE: DETAIL 160 MPH EXP. C 4 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'-I'-0' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE: 3/4'•1'-0' SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE (j IV, OR ASTM D 6151 O if CRA 907 ]DAINT ATE: 03/3/21 SCALE:1/4" = f-0" SHEET D1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.11 ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG WD. ER FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WD.U. ROOF SHEAT14NO THICKNESS AS PER SHEET ON]. SECURED PER FASTENER SCHEDULE PRE-ENG UV. 4,PER 24' O.G. MAX. LEA VATION 24. O.C. MAX. LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALC5 FOR VALUES VENTED ION. I 5/8' GYPSUM BOARD ELEVATIONS ION. 5/S' GYPSUM BOARD SOFFIT TYP. OR IR' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCEI I Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.I INSUL. REFEE STRUCTURAL -4.1 INSUL R z� O w ,n a > w WINDOW ATTACHMENT w I AS PER E MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT dr GLUED AND NAILED 1/2'THICK, 2 COAT SCHEDULE PORTLAND CEMENT R j AS PER NAILING SCHEDULE PORTLAND CEMENT s PLASTER APPLIED w PLASTER APPLIED d DIRECTLY TO w DIRECTLY TO w MASONRY R MASONRY w m R IX2 FIRE -STOP LEVATION 1X2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R R IfELEVATiON LEVATION 5/8' GYPSUM BOARD 5/9' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD OILEER LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL.\\--R-4.1 INSUL. W of of d A WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' OL. DIRECTLY TO STRIPS • 24' O.C. MASONRY 8' CMU MASONRY 8' CMU 1/2' GYP. WL. W. 1/2' GYP. WL. BD. WOOD BASE WOOD BASE IX2 FIRE -STOPS IX2 FIRE -STOP w Ll�E < a' n W/ WINDOW OPENING n WITHOUT WINDOW OPENING 1L 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'-1'-& i"I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abderJgngroup.com AA #: 0003325 F C ra tit a H C a® fill A C C IUBDM do LOT, ABBOTT PARK LOT #31 BLK #11 PROJECT 04181.000-31111 MODEL.• 3EFB "2447—ROBIE" GARAGE SWING: RIGHT PAGE: DETAILS 160 VRH EXP. C 2X6 P.T. • CENTER OF DOOR WEADER SECURED WV (D 1,12' X V J-BOLT W/ 4' MIN EMBEDMENT WV 2' X 2' X V6' W4816-ER 4 NUT OR WV (2) 1,12' X 8' ANCHOR BOLTS WV M 4' IN EMBEDMENT WV 2' X 2' X Ve' W48FER 4 NUT — "I WV MA80N NAILS, 91PE&— 2X6 GAR4 M DOOR BUCK SECURED ® WV (5) 112' X 8' JH8CLT OR ANCHOR BOLTS, WV 4- MR EMBEDMENT, WV 2' X 2' X V6' WASHER 4 NIT. (1) WITHIN 8' OF Top, (1) WITHIN V OF THE BTM. (3) EVENLY SPACED. of Ie �I I@0f NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER* INSTALLATION RMTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRP0ENT GARAGE DOOR 1 BUCK ATTACHMENT 3 --.- 8' C'1U I/2' DRYWALL Nt4 P.T. OR 5/4'X4' MR SECURE THRJ FRAME 4 ElI'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK WV 3/16' TAPCONS DOOR CASING MIN. SHANK SIZE 145 MIN HEAD SIZE 300 �w MIN EMBEDMENT 1-1/4' WITHIN 8' OF EACH END DOOR JAMMB OR WINDOW a W O.C. MAX SPACING. ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" Aww TO BLOCK +3/4" OR +5/4" 2X4. SECURE TO BLOCK WV 3/16' TAPCONS MIN GNAW SIZE AS MR HEAD SIZE JIM MIN EMBEDMENT I V4') WITHIN 8' OP EACH END 4 B' OC. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SWANK SIZE 345 MIN. HEAD SIZE 3" MR EMBEDMENT 1 1/49 8. cmWITHIN 8' OF EACH END a W OC. MAX SPACI G. 1/2' DRYWALL 2X& 1= 1'X4- SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING MR SHANK SIZE .145 MR HEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 w OC. MAX DOOR JAMB WINDOW SPACING - ATTACH TO 2X PER MAIM FAC7UIE8 DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" L�°D'Olf TO BLACK +1 1/2" 2X4. IZIl SECURE TO BLOCK WV 3/16' TAPCONS (MIN. SHANK SIZE 145 MK HEAD SIZE JIM MR EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 I8' OC. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 8' cm 4 10' Or- MAX SPACIN(4DOm V2' DRYWALL 7)& SECURE TO BLOC1'X4' UV(2) 3/16' TAPCONP.T. NAILER (MIL SWANK SIZE 1TA6' OSJS X 4' MK MIN. HEAD SIZE 30 MIN EMBEDMENT IDOOR CASING WITHIN 8' OP EACH 4 I1' OG MAX SPAGINCa. JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" �lIIND011 TO BLOCK +1 15/18" 2X4, 90 SECURE TO BLOCK WV 3/16' TAPCONS (MIL SWANK SIZE J45 MIN HEAD SIZE 300 MR EMBEDMENT I V49 WITHIN 8' OF EACH END 4 18' OG MAX SPACING. NOTE, STRUCTURAL 2X MAST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNROUCGN NON-STRUCTURAL WK2) 3Ab' TAP0" 3/16' TAP(•.ON MR I-V4' MIN SHRANK SIZE J48EMBEDMENT INTO BLOCK MR HEAD SIZE JIM MIN. EMBEDMENT 1 VW) WITHIN 8' OF EACH END e' cm 4 16' orMAX SPACING. DRYWALL SEC E ® SECURE TO BLOCK ❑ I X4' PI WK2) 3116' TAPCONB P.T. NAILER MIN SHRANK SIZE J45 DOOR CASRKG MIN. HEAD SIZE 300 MR EMBEDM$TIT I 1/49 WITHIN 8' OF EACH END 4 IS' OC. MAX SPACIN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" u lID'IDOIf TO BLOCK +2 1/4' 2X4. IZI SECURE TO BLOCK 11113AW TAF'CONS (MR SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18. O.G. MAX SPACING. 2X6, CIO SECURE TO BLOOD WK2) 3/I6' TAPCONS MIN SWANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I VP) WITHIN 8' OF EACH END r C 1W I IS. OC. MAX SPACING. V?' DRYWALL 2X& ❑ SEC SECURE TO BLOCK I'X4' 3E6' TAPCGNB P.T. NAILER MIN. SHANK SIZE J45 DOOR CASING MIN HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 15' OC. MAX BPAVNG4 DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMD (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" K 2X4, SECURE TO BLOCK WV 3/16' TAPCONS (MRL 8HANJK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END4 m' OC. MAX SPACING. NOTE: STRUCTURAL 2X MAST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNROIJCi! NON-STRJCTURAL WK2) 3/16' TAPCONS 3AW TAPCON MIN I-V4' (MRL SHANK SIZE AS EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MIN. EMBEDMENT I V4') UNT14N 8' OF EACH END a W OC. MAX SPACI Sa VT DRYWALL 2X& ® SECURETO 93LOCK Pt. NAILER WW2) 3A6' TAPCONS DOOR CABING (MIL SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I V4') UNT14 8' OF EACH END a OG MAX SPACING. 1401M SHIM AS NEEDED TO PLUMB B JAM(DO NOT EXCEED V4.) 2ND 2X SEGUE TO STRUCTURAL MEMBER WU/2JRd WITHIN 8' OF EACH END 4 6' TO 8' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAM PAGTURES DETAILS. DOOR JAMB TO BLOCK +3" ORTWDO� � 'P(1 ftil>(:TLti- 2X4. SECURE TO BLOCK WV 114' TAPCONB (MIN. SHANK 512E 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 W OC. MAX SPACINW 2X6, DID SECURE TO BLOCK WW2) V4' TAPCONS MIL SHANK Sig 145 MR HEAD SIZE 300 MRd EMBEDMENT I V4') WITHIN 8' OF EACH END L W OC. MAX SPACING. 7X& CEO SECURE TO BLOCK WK2) V4' TAPOONS MIN SHANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 8' CJMU ❑ 117 DRYWALL I'X4' P.T. NAILER lA6' OSD. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +3 7/18" v �NDO� 1f TO BLACK +3 7/18" 2X4: SECURE TO BLOCK WY 114' TAPCONS (MRL BNANK SIZE J45 MIN. HEAD SIZE -%M MIN. EMBEDMENT 11,149 WITHIN 8' OF EACH END 4 N8' OC, MAX SPACING. 2X6. 010 SECURE TO BLOCK WK2) V4' TAPCONS (MIL SWAM SIZE .1418 MIN. HEAD SIZE 300 MIN EMBEDMENT 11/4') WITHIN 8' OF EACH END a V OC. MAX SPAGIV<. 2X& 01110 SECURE TO BLOCK WW2) 1/4' TAPCONS (MRL SHANK SIZE J45 MIN HEAD SIZE 300 MR EMBEDMENT i V4') WITHIN 8' OF EACH END 4 16' Our- MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L_Y 8' CMW VY DRYWALL 'P.T. P.T. NAILER U i' P.T. X 4' MRL , DOOR CASING DOOR JAMB OR WINDOW ATTACH TO ZX PER MANUFACTURES DETAILS. NOTE: 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" @wg01f TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a xib o ib r x � � a w 9 SUHDIV. & LOT: ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL' 3EFB "2447-ROBIE" GARAGE SIIITTO: RIGHT PAGE. DETAILS %160 EXP. C SCALE-1/4" = 1'-0" MIN CODE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR _ 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUMCOMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1387232 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 30446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUMCOMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/3112021 31496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS ZOZO FBCR 12/31/2021 11495.4 SIMPSON STRUMCOMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.3E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502,1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 31/IS/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS&DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-R5 MI WINDOWS $DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 567E-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 17J31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELYTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 30758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1521E-RS OWENS CORNING -RHINO UZO ROOFING UNDERLAYMENi 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-118 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-116 JAMES HARDIE BOARD PLANK ZOM FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-114 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-115 JAMES HARDIE BOARD SOFFIT2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 www.abdeslgngroup.com L AA 8: 0003325 o a �V � a s O 44 Y,pp'Cp 9V9Dri►. Ae LOT: ABBOTT PARK LOT #31 BLK #ll PF2OJECT/1 04181.000-31111 MODEL.• 3EFB 2447- ROBIE" awiswcE aw>trta: RIGHT PAGE: PRODUCT APPROVAL LISTING %160MPH EXP. Coo PREFOR'ED CONTROL JOINT PLANGE OP CONTROL JOINTS TO BE WRIED TEED TO LATH • 6' OZ. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS + BEYOND EXCEPT STAPLES YV SECURE OEG ONTB1 LLJOINTO TEMP. DlR► . INSTALLATION ----- FASTENERS TO BE SPACED • 1' OG MAX VERTICALL7 ]' T14M 3 COAT CEMENT PLASTER UM LAYER -2, FORTFIBER BUILDING PAPER APPROVED METAL LATH FASTENED aT' (VERTU OL. MAX AT SUPPORTS URD LAYER L STUCCO IU RAP WOOD SHEATHING N TO1 LATH SHALL HOT (a0P "M` BE CONTI U" A• TOY .• m r YaH THRCCOL. NTROnM, nra JOINTS BR BE STOPPEDD AND AND TIED AT EACH SIDE PROVIDE 7X4 DLOCKII6 PER ASTM C1063 \ PLACED FLAT MAX 6' TO 6 FROM CONTROL WHEN . \ / CONTROL. JOINT F� ON L FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES N COMPLLAHC8 UV ASTM C1063 S. UIIE TIES TO BE (NO. S) 004TS' WRE 3. BLOCKING SHIOM MAY BE N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLItlLD NWIO.PI.A ®roLD OLPaDN1O MA 1 COWAN . Pr. B 1 COWAN . Pr. C A• oc. RA.,L OLFOLD aaWC.FR.A 1 CIfMR . Pr. B FOLD w TILL O t FOLDINHRD • FT. A A LDPT. CR. B TLL PR. c rowcucrN BOTTp1FLMI1! BOTTOM® tiANOB awTee TlaHr WAL POW. Ig hmcur. J' TOM 3 COAT CEMENT PLASTER WAMA W' . COAT Car1sNT PLAATBR 10 'WRB LAYER 4, FORTIFIBER BUILDING PAPERepp A Cray) UM LAYER L STUCCO U.RAP(rRA17L ONLY) L.Y L�YaRa Cr Mu Lom ERAP OVER 0AAI.IN RJ14Y aTDP lm m4bom OR cm 1C10K-0IIT R..AG1 (HE COITAL) INSTALL FASTENERS (CLIPS; NOTE, STRAPS, STAPLES) AS APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF REQUIRED TO SECURE PIPE( UARE TO FRAMNG 6' a VERTICAL LAPS (POLL LAYER L VOID LAYER ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P S 111UIRAP WTH PORTIBER 6HEAT14NG TAPE UM LAYER 4, FORTPIBEIR / \ BUILDNS PAPER METAL LATH 6'a6' SELF -ADHERING MEMBRANE / \ FLASHING OVER 4'a4' SELF -ADHERING MEMBRANE 1 MR LAP .METAL LAN \ FLASHING OVER APPROVED HOUSE FLASHINGG TO TO EXTEND ONTO PIPE fX X X X I 41c4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED _ . HoueE uRAP. FL 11 TO EMEND ONTO PIPE IT METAL LATH WRB LAYER'1, I ]' THICK 3 COAT CEMENT 'fir' CONT. DEAD OF SEALANT STUCCO URAP I PLASTER INSTALL APPROVED MO SEIRO.P AIR METAL LATH INFILTRATION BARRIER OVER !' nM PAPER LAP BELOW ONLY / I WAD LAYER Z• FORTPIBER SHEATHING LAYER -2. FOR!TIFIBER URD LAY � BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ BAIL \ PAPER / I 01115 LAYER 'I. 4V, FINISH f6EE TYP WALL SECTION) —' STUCCOURAP WOOD SHEATHING SECTION ER SE ION L)darblOnor and alrfland Ezbnor use of po- plaster —ply—t wile ST ap pl 926-m requiremenia of ASTM C 92EtOb. .q I- nM LATH LAP, s• o aR 1 W Nation of e# nor Ialnng and f—" OAPER LAP ALL LAP shah comply wilh ASTM C 1063-19 , wASTM 1787. BC.ALEr I V7'.1'-0' 6 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W HOUSE - VERTICAL LATH IIRAPMATERIAL)OVER s' & PAPER DETAIL APPROVED HOUSE WRAP. FLASHING TO EMEND ONTO PIPE I WOOD STIR$ V OR LESS PIPE PENETRATION1 NOTE. SHEATHING SIDE LAPS OF METAL PLASTER GASES SMALL :.. BE SECURED TO FRAMING MEMBE Ik BUILDING. PAPER 6 ti �� ` THEY SMALL BE TIED DETUEEN SUPPORTS UTH 004TS-N (121-MM) STUCCO )V LM .LATH r LAP .PAPER CUT AND OVERLAP ONE BDE OF SELF -ADHERING ME PIDRAE WIRE AT INTERVALS NOT MORE THAN V (2n-MN). FLASHING AS PER ASTM CI063. STEP N STEP "2 KICKOUT Nam, ,,A,ROr,E,R, INW°DLAYERS. 'EARS HORIZONTAL LATH PIPE PENETRATION DETAIL (FR) DETAIL MAY BE PATCHED & PAPER DETAIL 3A U 14OSE WRAP TAPE PER MANIF. SPEC. OR PEEL N STICK PLAIlL I6TALL R1G1COIrT MU. AYBOTtCM OPOOVf ulAu. NroascTlare TGM WAL (WOOD CO, WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRS " TAPE OVER ��ALL��ED Z 5'X5' 'L' TYPE CONTINUOUS F GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL 5NEATHING) CAP SI-IINGSLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FLASHING (COMPATIBLE UV HOUSE WRAP MATERIAL) OVER 4•x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED MOUSE URAP. FLA&NING TO EMEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING. x—x—x—x WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R703.11 / 45TM C-847-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: OD03325 0. � W�W U m O 4 O Q a rq O C C C r-quaDm at re ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000— 31111 MODELA 3EFB "2447—ROBIE" GARAGE S'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %16YVPH LXP. C i ; f"Zi PRINT GATE• 03/3/21 SCALIC:1/4' = 1'-o' at-m= kk WA1 INSTALL 6' SELF-ADI-ERNG MEMBRANE, TOPSID� E(S BOTTOM FINISH SH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEOUIE OF FLASHING TO BE: OVER TOP t SIDES I. BOTTOM, 2. SIDES, 3. TOP I x: VENT CAP IS TO BE SET IN BED SELF At WOOD SHEATHING ..� :. OF SEALANT AT TOP AND FLASHING WRB LAYER M, SIDES ONLY. SEALANT IS TO BE UNIT TOOLED SO AS TO DEFLECT STUCCO WRAP i - WATER AWAY FROM JOINTS. 7RONALDAGAN BLVDPREMANUR DRYER 32750E-Z BEAD ALL AROUNDVENT-APPLY SEALANT ALL VENT CAP (SET IN WRg LAYER "2, FORTIFIBER W7aJONTS AND INTERSEGTIONB CONT. SEALANT) BUILDING PAPER roup.comAPPLY SEALANT AT PERIMETER OF 325 BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,,4 CAULKING • JOINT ALL AROUND SEALANT • TOP t SIDES g THICK, 3 COAT CEMENT WOOD SHEATNMG PER SECTION R7 3.7 PLASTER LAYER N, ExbwW Ia0 t and 0188IarNTG1j STUCCO IAEAP BACKER ROD Exterior use of portland cement plaster shall comply with the application 6B DRYER VENT (BLOCK) Ye' TO Yd MID -WALL LAYER 4, FORTIFIBER BUILDING PAPER x requirements of ASTM C 926-16b. WEEP SCREED METAL LATH :1 ?E Installation of exterior lathing and framing ' WOOD lir TEXTURED /� CONSTRUCTION FNISN WooD ( shall comply with ASTM C 1063-19a, X or 1767. 6' SELF-ADHESIVE !� FASTEN To WOOD STRUCTURAL WRB LAYER 9, �'; FLASHING MEMBER � T' OZ. MAX a' Cm STUCCO WRAP HOODED VENT BUILDING PAPER •QUICK - WOOD FRAMED MID -D"-1- i' THICK, 3 COAT CEMENT OVER FLASH' r — — — WALL uKe� _ a PLASTER �•. ' ^ EJ METALLATH HORIZONTAL WEEP SCREED ( FRAME TO FRAMES WRB LAYER a, FORrIFIBER PIPE THROUGH WALL WIDE BTRIP SELFG, BUILDING.6• PAPER -; ADHESIVE FLASHINCLEAN WOOD SHEATHING \ MASONRY BEFORE APPLYING TEXTURED y H E, h p 9 C C�DD MEMBRANE BLTHDIV de LOT: ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000— 31111 MODEL: 3EFB "2447— ROBIE" GARAGE BVWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 PH EXP. C ELASTOMERIC WRB LAYER 02 (FORTIFIBER — — — — — COATING OVER BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT APPLY E-Z BEAD o STUCCO/ C.V. FINISH (SEE TYPICAL WALL METAL LATH x—x—x—x t 1 COAT OF PAINT WRACK- OVER 60MIN u•e.e SEcnON) ROLL PRIOR TO GRADE 'D' ; METAL LATH STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH FELT -PROVIDE SEALANT AT ALL o. o0 O 0 WOOD OR �/16' ZIP WALL ® COAT LARGER THAN THE ELEC. METER CAN OR METER CAN JOINTS AND INTERSECTIONS °e e . o • e. o' SHEATHING COMBO OR METER CAN AND SELF-ADHESIVE FLASHING: — — — — — DISCONNECT ARa rhuorr DATE: 03/3 21 NOTE: METAL LATH: LATH TO BE PER SECTION O ELECTRICAL CONDUIT 8 CJ�-�P #� CJ'r�P #� sCAZ.E:l/C = 1-o' R103.1.1 / ASTM C-84�-14a, MIN. 2.5 LBS. PENETRATION sEr PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL RECEPTACLE WAS WOOD SHEATHING WALL uIOOD FRAMED WRB LAYER 9, GM -BOOR DEQON6 COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE Wpom WRB LAYER *2, FORTIPOER PRE- ENG'D TRII88 BARRIER 9 CONSTRUCTION BUILDING PAPER 1 uEATNER RENSTIVE 1 UEA� IER RESISTIVE V4' FIAT CFIANNEL i' THICK, 3 COAT CEMENT BAIMER 9 BARRIER 4 ' TYPE 'X' DRYWALL PLASTER WEATI$IF RESISTIVE = 6' SAP. \ 6' OAF. • TOP OF WEEP SCREED ��BARRIER��� TO SHEATHING BEHIND WEEP SCREED J* TH CK3 ta°T �'�" RIES � PEEL 1 Btl�'IC WOOD BREATHING ``� 4' POSITIVE DRAIN 116'x3' 'L' FLASHING �` LEEP SCREED MMETAL LATH WOOD BFEATFING IN ROOFLY QED WRB LAYER 9, 1441 N. RONALGWOOD RL 327 BLVD I N X 3' 26 GA GALV. LONGWOOD, FL 32760 746()78 STUCCO WRAP `�` METAL DRIP EDGE - FAX: 407-774407S i' THICK 3 COAT CEMENT SET IN FULL BED OF www.abdesigngnwp.com PLASTER i' Ys' CsAP FOR BACKER EXTERIOR GRADE ROD SEALANT SEALANT, Jj' MM. b' SELF-ADFEREMG DRY WALL SPACE FROM DRIP AA S: 0003325 AM66-ILIFILIC-160 CUSTOM ' FLASHING WRAPPED � � FACE TO TREX WEATHER RESISTIVE •�\ TOP OF WEEP SCREED 4• POSITIVE DRAIN J' THICK 3 COAT CES@IT VINYL CASING BE BARRIER 9 TO BREATHING BELOW gip PLASTER WEATHER RESISTIVE ` WATER PROOFING bt:,' BARRIER '2 WRB LAYER 9, NO GAP IN FIELD —VINYL CASNf: BF_AD LAYER l2 LAYER PEEL EXTERIOR C0LU N STUCCO WRAP (SHOWNSEPARATE FOR .EGOO CLARIFICATION ON OF Y) 4 STICK) �,�., COLUMN SHEATHING LEGEND ; t SEPARATE ACCF_880WEE8 ONLY) �'w'�� )' W R5 LAYER -7, FORTIFIBER PEEL STICK -- -, I BUILDING PAPER b' SAP. 11[r'x3• •L' FLaeH".IG DRAINAGE PLANE (WR5 SUB BOOR FULLY EMBEDDED IN 6• SELF ® RODE ANT LAYER *1, STUCCO WRAP) FLASHING WRAPPED UJRB LAYER 9, 1 K' X 3' 26 GA GALY. • CORNER OF CANTILEVER STUCCO WRAP �o METAL DRIP EDGE WR5 LAYER *2 (FORTIFI5ER ...... — — AMIC0AM66-ILFWC-1e0 4' DRAIN CANTILEVER DRIP I NXI)f'P.T. OR Btl`f1LATED SET IN FULL BED OF cusTOM CtL911JCa BEAD DEEP SCREED O WOOD (TREX) FILLER SEALANT, A' MNL BUILDING PAPER) SPACEEDGE CONTINUOUSFACE T FROM -- r: GAP FOR SEALANT VINYL ASNG BEAD METAL LATH x—x—x—x NO GAP IN FIELD OPT' BACKER ROD' PROOFING PROOFG 1st MODIFIED WLAYER SENORA FOR CLARIFICATION or FINISH LAYER (2 LAYER 3' X 3' 26 GA STICK) (2URAPPED FROM , STUCCO SEPARATE ACCESSORIES ONLY) SETAE DRIP EDGEDGE RESILIENT PEEL 4 STICK) SET INHA RILL BED OF HAT CHANNEL BALCONY DECK TO CASING BEAD s�`ANTA'I��P CANTILEVER WOOD OR -1/16" ZIP WALL DTL ® CANT 6` YINYL caBING BEAD STICK .DRIP }' THICK 3 COAT CEMENT J S c V a 3 � a e 10A DEDEGE TO FACE TO TREX PLASTER SHEATHINGscALE. 1 1Q'•I'-®' 5/8' TYPE 'X' DRYWALL SETAE LATH W/TEXTURED t PAINTED WOOD BHEATHNG SELF-ADHESIVE FLASHING — — — — — Ys' GAP FOR BACKER FINISH ROD 4 SEALANT 4' POSITIVE DRAM NOTE: 1 WOOD ii P.T. OR SR'AULATED I' THICK 3 COAT CEMENT I:CCP AI`oCCD UA70D (TREX) FILLER VMri CASttNG BEAD PLASTER METAL LATH: LATH TO 5E PER SECTION TIN R1fd3.7.1 / ASTM G-84�-1�a, MIN. 2.5 LBS. WATER PROOFING''t WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF N LAYER (2 LAYER PEEL 4 BARRIER 9 SEPARATE ACCESSORIES ONLY)STICKW PER SQ. YARD (UTILITY OR NOMINAL BALL NY DECK TO ...A.... nNYL OASING I3ED BALCONY DECK i0 UEATFER RESISTIVE CANTILEVER ' BARRIER' BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 6' PE tBTIG4CMEM,DECK MEMBRANE, 11C EDGE INSTALLATION 0 COLUMN = DRIP EDGE TOEXTEND OVER DRIPSUB FLEDGE(�"L" FLASHINGWOOD CONSTRUCTION V x 3' 26 GA GALV. SCALE: NTSMETAL DRIP EDGEWOOD SHEATHINGSET IN FULL BED OF WEATHER RESISTIVE I K'XI �)1ED 8Ea-'WT•K' INµ BARRIER 9 WOOD SPACE P ROM DRIP LM LAYER 9,4RESILIENT FACE TO TIER STUCCO URAP T CHANNEL WEATHER REBIBtIVE CONTINVINYL cASInIG BED 2x FRAN711NG MEMBER BARRIER 4 Yi GAP � Roo . SEALANT WATER PROOFING 1st PLASTER3 COAT CEMENT WOOD SHEATHING VINYL CASING BEAD FFINI LAYER (2 LAYER LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM � LAYER �T, FORTIFIBER 1' THICK 3 COAT CEMENTPEEL 3/4 RESILIENT BALCONY DECK TO 2 I/2' rr,Queo Been BUILDING PAPER i PLASTER HAT CHANNEL CANTILEVER J' THICK 3 COAT CEMENT FASTENED TO SHEATHING '3 ! WRB LAYER "I, 5/8' TYPE 'X' DRYWALL FINISHW/TEXRED t PANTED FINISH METAL LATH WOOD SHEATHING PLASTER METAL LATH • l' OZ. MAX. S METAL LATH _I i I STUCCO WRAP l' THICK 3 COAT CEMENT (2) 2x12 HEADER 5/8' TYPE 'W DRYWALL WoTEXtUiED N PAINTED WOOD SHEAiRMG I EWER RESISTIVE UIRB LAYER 9, WR5 LA WRAP THICK, 3 COAT CEMENT I _ i i WRB LAYER 02, FORTIFIBER PLASTER FMWNN PLASTER a i BUILDING PAPER J' THICK 3 COAT CEMENT WEATHER RESISTIVE BARRIER 4 4 POBInvE DRAIN �, U100D SHEATHING &'SELF -ADHERING , 1 METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAM WEEP SCREED PLASTER VINYL COINER BEAD DEEP SCREED METAL LATH , FLASHING ]] THICK, 3 COAT CEMENT VINYL CASING BED NO GAP M FIELD VINYL CASING BED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF W IS LAYER 4, FORTIFIBER BUILDING PAPER ' (EXPLODED IEW FOR D' PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ` . CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD C87 FRAME DRIP CAP 11D DRIP EDGE 11 EDGE INSTALLATION INSTALLATION WINDOW FLANGE L WOOD CONSTRUCITON P T�-�YEWRA .Q, 2 I/2' ' WEATHER RESISTIVE BARRIER 9 + CORNER BEAD WRB LAYER'2, FORTIF15ER 9tmDIV. ae LOT: ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000— 31111 MODEL- 3EFB "2447— ROBIE" GARAGE 31/ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 XQH W. C WEATHER RESISTIVE - (FASTENER 4 SPACING o 71' O.CJ BUILDING PAPER =X T . A METAL LATH e VINYL CASING BEAD ;]• THICK, 3 COAT CEMENT cv i PLASTER 1}' THICK, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER i LO L W/TEXTURED 4 PANTED FINISH U100D SHEATHING 6'SELF-ADHERING ' 9' THICK 3 COAT CEMENT HEADEMBEAM CMU FLASHING PLASTER 1/2' THICK, 2 COAT CEMENT LAM VINYL CORNER BEAD vMYL CORP. 4' PLASTER APPLIED DRIP CAP NO POSITIVE DRAM urze-icagm DIRECTLY TO MASONRY PPJNT VINYL CASING BE NO GAP M RIELD WINDOW FLANGE DATE: 03/3/21 (SHOWN FOR CLARIFICATION OF SCALE: 1/4 = 1'-0 SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD C BLOCK 15B CASING BEAD @ WINDOW S*fEET @DRIP EDGE INSTALLATION (FRAME, NO BAND) dd A 3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER -� r METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER IN[ METAL LATH -_fEXPLODED I' THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER $1, STUCCO WRAP WRB LAYER 12, FORTIP15ER BUILDING PAPER METAL LATH }' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW (15CF (FRAME, W/BAND) WOOD SHEA METAL LATH WIRE, 01, , STUCCOYER WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER i WRB LAYER Pi, J' THICK, 3 COAT CEMENT I STUCCO WRAP PLASTER ; WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD I METAL LATH VINYL CASING BEAD i J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (P RAISED 1"7A BAND (FRAME) IX TRIM MEMBER • STUCCO TO SIDING TRANSITION SIDING-7 STUCCO WRAP Ys' GAP TYP CASING 15EAD TO TRIM J' THICK 3 COAT CEMENT PLASTER METAL LATH WRE LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL : STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD UZATHER ER RESISTIVE BAM WEATHER RESISTIVE BARRIER -2 h?"ZIULA, 5I041 6' SELF-ADHERNG PLASHING STARTER STRIP — \ 6' FLAG'** DHERRHG HNG UEATNER RESISTIVE BAWER'I KEATNER a y 6LHERNG FLASWING CiALV'D METAL Z' FLASNING DO NOT Cd1LK opt 1 Y' X 6' SRLLATED—� WaOD TRIM MEMBER ` STUCCO CAeMG `4 \ ML� / Y UOOD6 MEMBER CAP WCA"W. OR APPROVED SEALANT MIAQ SIDING TO STUCCO 0 BLOCK TO FRAME ��� TRANSITION i' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IIIOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE—_ BAWER 9 WEATHER RESISTIVE —� BARRIER 4 94' X T�Y�'�LAP Slow,_16 6FLAGWICsA'DHIERRIG —\ STARTER STRIP— DOJZim OR � GALV'D METAL—� 7' FASHNG ui3oO6 rErm R �Z eEaD vNYL C:.4SUJCa� (WVW FLEXIBLE PVC BACKER ROD) 6 ERNG�"T69C,3CO_/ r UEAT1 ER RESSTIVE)/ BARBER 9 / WEATHER RESISTIVE) BARRIER 4 6• SELF -ADHERING PLASHING ..�— WEATHER RESISTIVE \ BANNER -1 TO LAP W MN ABOVE TOP 1 of 'Z' LASHING �-WEATNER RESISTIVE BAWER'I WEATHER RESISTIVE / BARRIER -2 WEATHER RESISTIVE BAWER'I (UA%'FLEXIBLE PVC BAOMM ROD) SIDING TO STUCCO `uaATHERRESIeTIVE ® FRAME TO FRAME BARRIER -2 an TRANSITION 1 e7 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDINCs PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER x—x—x—x 0 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER ro' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY 4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW r-METAL LATH WR5 LAYER WINDOW FRAME—� VI I WOOODIIS PATHITIFIBER NG i I i i I WRB LAYER M, 1 STUCCO WRAP I 6' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE I' E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER 'APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP -------------------------------------------------------------------------------------------- - (,'��EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.eom AA A: 0003325 J c � Ijjyj` aSF!! o tltgill 13p UBDIV & LOTABBOTT PARK LOT #31 BLK #11 ROJECT* 04181.000-31111 MODEL 3EFB "2447— ROBIE" GARAGE SVMC;: RIGHT PAGE: WALL ASSEMBLY DqNAIIA V,160/MPI EXP.1 C MOUNTM BE TAKEN IN IQ:ERNG THE VEAIT PROPEI3Y f, 3' MID 1D' SHOWN IN C OALVAWZED A1JGAffD. YENT PIPE IS SEALED IF UTNZED. NAIL N RACE USING I-i1P NAILS AT EACH CORNER. ROOFING CEMENT SWNAD SE APRILD 10 ALL SWN(LLE EDDES NEAR THE RBMgRR W EREDGEANDAROUNDTiff ENTIREPERMETERAS CUT OUTTHEGOOSENECKVENTCPEWNGIN THE ROOF SHEATWNG. SIZE THE OPENNGNACCORDANCE MATH 111E RECOMMENDED IN SEVERE WFATIER COAST% CONSTRUCTroN ZONES. CAMRT SHOWN. IN THE EVEN! A MECHANIC%VENTFAN IS USED ,S¢ETHEVENTOPENNGINACCORDPNCEVATH VENT FAN MANUFACTURES RRNG OONNECTKN ` N DONOTCUT INE O NOT Tq INTO-ES OR RAPIERS WHEN CUTTING THE ISDOF OPENING IN THE ROOF. PlTTw INTERFERING SHINGLE NNLS AROUND THE PERNETER OF THE OPENING SO iTWTTiff NNLIHG FINGE OF 1HE VENT lAVS MT TO THE ROOF SIIEp1HNG. SLIDE TOP AND SIDE FLANGES OF TIE VENT UP AIO IIImER SHINGLES. AILOW THE BOTTOM VENT FLANGES TO LAr d! I THE TOP OF THE SHINGLES. IF c�u� ROOF HOOD VENT DETAIL SCALE, NTS CUT AT. TEMPO FOLD -I NOLIM TUCK P NL HEA FOLD N AT APPROV® HOUSEIRAP OVER MEATHNG OVER SD STIR MALL STEP I INSTALL S' SELF -ADHERING PLANING OVER NALM PLASM AT JAPASS INSTALL S' 6ELF-ADHERING FLAG" OVER VINYL. WEAD FLASHING (WITH END PANE) NAILING, FLAW EXTEND FLAMIINS IN M 1' FJlLOU SILL FE)DeLE R.neHIG IV NOT SEAL BOTTOM RN m01 STEP 7 MDUJED AROINNI BASE OF RPE AND OVER FIMIGE AL IW FLASHING WU INT. EDGE OF SILL MO. FlOwacALLY FASTEN PA NID BOOM (CAP NAILS, STAPLES) INSTALL DUPONT PLe1CIRAP AS M1 FLASHING AT THE FOLD HOUBEUIMP DOM I TAPE DIAGONAL CUT ACROES HEAD Q WINDOW PLUMBING VENT DETAILS SCALE. NT8 IPPLY +I• )F GEALA14 Area AW WTLY TO RSX)W NA LANOE N w-PUCI IOLES OR INSTALL V WIDE ADHESIVE - BACKED FLEXIBLE FLASNSD MATERIAL OVER DRIP CAP mT (PROTICTO ~ W.20D& - SCOV) STEP 8 "`k�o WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS UNDERLAY ASPIULT ROOFING CEMENT 6 D, CEMERuw II FASTNER3IN END OF SHINGLE ND ENp SHINGLE AT IEAST iT ErWD V%LEV CENTERLINE .cuPPEDOFF CORNER AT 4 DEGREES L IT 16 THE CONTACTOR* REW"IBILTY TO VERIFY ROOF VALLEY DETAIL T�COT.TSEALA OF TSALLPTRODUCrBNCLUDNG T E COMAP. DLITNITS A SELFMF Tb IN SCALE, NTS FLASHING MATERIALS USED DURING. CONSTRLICTIRI 2. INSTALL ALL MATERALS PER MANFACTURERB WRITTEN SPECIPICATIONS UTAMI ff, SEALANM MAY REACT ADVERSELY F NOT CO'FATMLE. CLEM AND SEAL JAMB TO SILL JOINTS WTH DOW If" FOLLOWING: COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR SCIk M SNOW SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EWDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEA -ANTERIOR PERIMETER OF WINDOW WIT APTLY 061 WU (O EQUAL) SEALANT, PLUID APPLIED FLASHIG (LNlfq WHITE -SEAL RG-SI OR EGUALA SLOPE SILL TO EN L IT IS THE CONTACTORS RESPONSMLTY TO VERIFY THE CO'TPAT0ILITY OF ALL PRODUCTS INCLUDING SEALANTS / SELF -ADHERING FLASLNNG MATERIALS USED DURING CONSTPLICTIOPL z FLAMING AT EXTERIOR UNNIX I! AND DOOR OPBISGS SHALL BE INSTALLED N ACCOIUDANCE WTH MANFAGTUETYS INSTALLATION IISTRUCTIOPI6 AND APPROVED METHOD U OF PBC PrI9%A U IN ACCORDANCE WITH FENESTRATION MANFAGTLIMM S INSTALLATION ARID PAW4M NSTRJGTIONS. =M SEALAS MAY PEACT ADVERMELY IF NOT corranaLe. NT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALM INTO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F ;o 0 3 19 W 1: BUDDIV. at LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000- 31111 MODEL: 3EFB "2447- ROBIE" GARAGE SIFMG. RIGHT PAGE: WALL ASSEMBLY DETAILS 160 H VA C 08 SCAL U V4* = 1'-0' MET WA5 \ 2x6 SUB-BANb W/I'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK DRIP EDGE -I/8' TEXTURED FINISH B WOOD 1/2' TEXTURED FINISH 8 CMU METAL FASCIA WRAP 1/8' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU '1TAL LATH j '�—_UIOOD SHEATHING J OR CM j WRS LAYER ^, STUCCO WRAP (FRAME ONLY) WRB LAYER •I, FORTIFIBER BUILDING PAPER (FRAME ONLY) m� � � \ P� — ROOFING CEMENT METAL FASCIA © PLAN 5 WRAP Ye' FROM � STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOT : NOTCH FOR 2X6 SUB BAND ONLY 0 ®ELEVATION ®FLAN A %oll � l rT�% �Iam j 0IN m ow 10!� ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE METAL KICK OUT i DRIP EDGE, I' OFF WALL 'XNOT INTO STUCCO) ;I/&' TEXTURED FINISH a /WOOD, 1/2' TEXTURED / FINISH is CMU -2x6 SUB -BAND W/1'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 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS 111/12d NAILS fo'-8' O.G. MAX. 2x SUB -BAND W/Vx4' NOTCH a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL CQ WALL / 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 3. x x x... SUB BAND DETAIL CP WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH 19 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT G ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t1 W' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA t 0003325 F4 Z � 0 64 J o I fill ® C C C sVBDIV. de LOT'. ABBOTT PARK LOT #31 BLK #11 PROJECT► 04181.000— 31111 MODEL.• 3EFB "2447— ROBIE" OARAGE s111IiNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH FA. C ur1:r. SCALE:1/4" = 1'-0' SHEET WA6 IF W. MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED I' _ STEEL REINFORCING IN GROUTED — o ^-'o CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND ° Po a SPACING REQUIREMENTS O Y K ... S w SPACING REQUIREMENTS _ GARAGE DOOR Q W m V W c- W RECESS ao� �a Q _ 6I� FM ° g� K Z 8" CMU WALL O 8" CMU WALL el I r 1 CORNER BARS, SAME SIZE AS LARGER BAR to W 6" O o Z m i- 0'-(Y' ° FOUNDATION WITH 30" LEG EACH IWj1 +- 0'1Y' $ WAY AT ALL CHANGES IN DIRECTIONS W lb TOP OF SLAB - ° - - TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS S--t—• ' - —��-- . , ,I MATCH AMOUNT OF CONTINUOUS BARS I° CURB FOR • n EXT. PORCHCH SUI SEE SLAB SCHEDULE BAR SIZE 48 BAR DI0. " CHAMFER (1STORY) #3 16 1 /, - • 4 EXT. PORCH SLAB • VARIES SEE SLAB SCHEDULE TOP OF GARAGE+ 4" CHAMFER (I -STORY) I "ILL CONTINUOUS STEEL MONOLITHIC " FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Zips AT ELEV: W/ 1/2" ISOLATION6• < CHAMFER (2-STORY) W/ 12" ISOLATION �e 6" CHAMFER (2-STORY) .. 0•{p JOINT (WHERE APPLICABLE) z -E #4 24" SCHEDULE JOINT(WHERE , .a EESCHEDULE #5 30" APPLICABLE) Z p- WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE 36,AND FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO 97 iP 47' iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 @ GARAGE SCALE: 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3l4"=1'lY' SCALE: 3/4"=1'-0" Z (1) M5 REBAR VERTICALLY W/CONC. U POURED CELL J 8" CMU LAP TOP PLATE A MIN. OF 48" Vaj AND NAIL W/ 16d COMMON 0. #4 REBAR @24" O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT Wm g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN ggqv W > W zx4 OR 2x6 WOOD BEARING PROVIDE BLOCKING v p p f 6 p 0_ I WALL W/ SYP F- � p I I O d NEW REINF. BAR SECURED W/2-PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB Wr SPACING. SINGLE BTM. PLATE 2" CAPPED a g EPDXY. MIN. EMBED 12'Sc9" WEDGE ANCHOR W/2' TO BE PT. PROVIDE DBL TOP ° - GALVANIZED PIPE Q 8", UNO PLATE WASHER SET IN HIGH STRENGTH W/FLANGE BASE Q O FOLLOW ALL MANE EPDXY 5-1/7' EMBED. MIN. 16' OC iv 4' CONC., REINF. W/ = K SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. H f - 'k6" #10 WWM ON { ° - to m USE AND I BTM AND TOP PLATE = W 8-MIL POLY ETHYLENE o H w PREPARATION OF ANCHORS W/ tOd x 1 1/2" 0 W m . VAPOR BARRIER ON D" I m (0 0 4" 4" HOLE. COMMON NAILS FILL ALL N _ ¢¢ ° WELL -COMPACTED I W 0= HOLES, DO NOT USE too W y .. CLEAN FILL TERMITE 1111 SECURE FLANGE TO x 3" SEE SLAB SCHEDULE TREATMENT SHALL BE sLAe w/(a) 1!a•• x z tra•• o o } M (3f a • e u BORA-CARE TAPCONS O'QQO +` 0, 0, (2) CONT. #4 REBAR �e TOP ° OF SLAB _ • , f 4" CHAMFER (1-STORY) (2) #5 REBAR ON CHAIRS 6' CHAMFER (2-STORY) a �_ 12' IN DEPTH INTO Z 2,000 PSF VIRGIN SOIL OR 95% ° • •° VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL EQ. EQ. SEE SCHEDULE SLAB HEIGHT LESS THAN 3'�T " c0i PER PLAN FOR WxD, BAR SIZE EXTERIOR MONO DEEP ADDING BAR TO AND BAR QUANTITY FOOTING W/ BLOCK WALL BOLLARD ��MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL �� �j V r SCALE: 3/4"=1'-(Y' (W/ UPLIFI� SCALE: 3/4"=1'-0' SCALE: 3/4'=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL Wr 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, N' O/C BTM. VERIFY HEIGHT OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OF WALL W/ PLAN STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD LAP TO OCCUR OVER STUD CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE WALL Wr SYP No 2 STUDS SEE - PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO Q a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 0 SLAB W/10d MASONRY NAIL ls' O/C STAGGERED. 16' O/C STAGGERED. ADDITIONAL METAL 00 U ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. O B•' CMU WALL Aw�wUPLIFTISPRESENT. LINTEL CONT. (TVP.) of +- 0'11 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE SEE SLAB SCHEDULE - - TOP OF SLAIY - �- • 2X WALL FRAMING NVPOURED +- 0'-0"0'-0"�1/2"DIA. SEE SLAB SCHEDULEMINIMUM SIMPSON STB2 BOLTS 5" TOP OF SLAB TOP OF SLAB e• Z EMBEDMENT INTO ° "ISOLATED" COLUMN PAD GROUTED CELL, a'• FROM ENDS AND ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX -• • OD POURED MONOLITHICALLY WITH �. --.- �r FOUNDATION AND SLAB e< SEE SCHEDULE - a - - • s FOR WxD, BAR SIZE 3 SEE SCHEDULE AND BAR QUANTITY /FOR WxD, BAR SIZE EQ. EQ. EE SCHEDULE I ✓ AND BAR QUANTITY FOR WxD, BAR SIZE/II•• MA AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL 9 SC 3/4"=V-0" (NO UPLIFT) FOOTING AND COL. PAD V SCALE: 314"=1'-0' BLOCK WALL CONNECTION SCALE: 6DALE: 3r4"=,'-0" (NO UPLIFT) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP mm L AA iF. 0003325 K p a c � 3 a$ o SLTHDIV. & LOT: ABBOTT PARK LOT #31 BLK #11 PROJECT* 04181.000-31111 MODET_ 3EFB "2447— ROBIE" GARAGE 81►MG: RIGHT PAGE: DETAILS 16 H A. lXc 202 DATE: 03/3/21 ScwL.E:lJ4' = f-0' 8FEE ET S1.1A PAVERS TOPS rn v.. SEESCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING 1 AT ALL PAVER AREAS SCALE: 1(Z'=1'-0" MIN. 10" Z Su) • aZ w w (D Q w �w NOSE l #4 REBAR (7YP.) TOPS 1/7'RADIUSOR CHAMFER �. ww " z�w �OQ L �m((D — 2 EXTERIOR STAIR DETAIL SCALE: 1f7'=1'-a' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS o 8" CMU WALL w_ w O It SLAB SCHEDULE b Q [SEE 7NTITY EQ. EQ.tAND ULE SIZE INTERIOR CURB FOUNDATION CMU WALL 3 SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. HEIGHT OF WALL VERIFY PLAN LAP TO OCCUR OVER STUD Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE p 2 SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PRO VIDE DBL. TOP PLATE 1/2'W" WEDGE ANCHOR W/Z' U WASHER SET IN HIGH STRENGTH ro EPDXY 6-12" EMBED. MIN. 16" v [L SIMPSON SPH4 OR SPH6 OC MAX. N - Z_ a"CMU WALL BTM AND TOP PLATE O ANCHORS W/ 10d x 1 1/P' COMMON NAILS FILL ALL TOP OF SLAB HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE ° Z_ K -SEE SLAB SCHEDULE w EXT. PORCH SLABBAR SIZE 48 BAR DIA. `� > +- 0'-0'•" CHAMFER (2_S Y) #3 1S• O TOP OF SLAB - . a. jo 1/Z• ISOLATION�.—'V 6" CHAMFER (25TORY) JOINT (WHERE #4 24" APPLICABLE) ZMATCH STEEL #5 39' 6REINFORCEMENT " PVC CHASE 36" PER SCHEDULE SEE SCHEDULE THRU FOOTING #7 47' FOR WxD, BAR SIZE AND BAR QUANTITY SEE SCHEDULE R SIZE AND BAR FOR WxD,QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING . SCALE 3l4"=,.-o•' (W/ UPLIFT) 6 SCALE:3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS { ¢a } o 8" CMU WALL ¢t �w U ow SEE SLAB SCHEDULE b =SLAB EE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 U h Ys i t3 u t v1 ® C C C 4 SLIHDIV. de LOT: ABBOTT PARK LOT #31 BLK #11 P120JECTr# 04181.000-31111 MODELo 3EFB "2447- ROBIE" GARAGE 31IING: RIGHT PAGE: DETAILS %160/M�i EA C M D � 03/3/21 SCALM1/4• = 1'-0' SHEET S1.1B 11% FIRST FLOOR DOWEL PLAN SCALE: 114 = 1' 0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA W: G003325 x r o 0 14 O ® S � C I I L J StIHDiv. ae X'OT: ABBOTT PARK LOT #31 BLK #11 PROJECT* 04181.000-31111 MODEL.• 3EFB "2447— ROBIE" OARAGE SWMC;: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 XP. _j 202 DARTE: 0O/3/21 SCALE:1/4" = 1'-0' SHEET s1.2 TIE VERTICAL REBAR �c TO HORIZONTAL REZBAR W/ 10' HOOK GROUTED B...BEAM VARIES PER ELEV. Z q (V � •I a CLEAN OUT REQUIRED m - FOR INSPECTION m ' 0'-o FIN. FUR. • TIE RTICAL REBAR • °a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z� #3 18" >O #4 24" U #5 30' #6 36 #7 42' HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=l-' WW �U NEW REINF. BAR O a /n SECURED W/ 2- PART a a I EPDXY_ MIN. EMBED J g J 6", ONO = FOLLOW ALL MANF. 2 /n 0 SPECIFICATIONS FOR _ USE AND ¢ PREPARATION OF Z HOLE. W� a 4 4OF STEEL REINF. BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE. 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARSIZE 48BAR DIA iq 1B' METHOD #4 1 24" HORIZONTAL/VERTICAL �' REINFORCING SCALE: 3/4"=1'-0' #5 BARS 4 8" El 4- Eli- C.0 UNIT DIMENSIONS m ARE NOMINAL SIZES v7on/ MASONRY SYMBOLS 3 SCALE: 3X'=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 w abdmigngroupxom AA#: 0003325 o '14 V U Zi m � D pp G 5px� a 2 ® C C C ti F sUHDIV. ae I.oT: ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000- 31111 MODEI.c 3EFB "2447-ROBIE" GARAGE SIVMG: RIGHT PAGE: DETAILS 1 P XP. C 00 r'PMNT 03/3/21 BCP,LE:1/4" = i'-0" s*=ET 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTTION REMARK 1Q (2) 2X8 2Q (2) 2X12 BEAM SCHEDULE RRRZM 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 (gi) SIZEREMARKS REINFORCEMENT STIRRUPS BTM, TOP MID SIZE SPACING BBt MASONRY 3000 8X16 (1)#5 1 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 T GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 04 04 1 y INK a t n gg Q ti N W 0 [PROJZCTIV U13DIV. & LOTABBOTT PARK LOT #31 BLK #11 04181.000-31111 MODEL3EFB "2447- ROBIE" GARAGE SIF MG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 H EXP. C 0 D 03/3/21 CAME 1/4• = 1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10" HOOK #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BEM BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3!4"=1'-0" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN 70, #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W! STANDARD ACI HOOK CORNER BARS AT CORNER STEP SCALE: 3/4"=T-0" PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYP B!W" BOND BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. gm6' �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •-: COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#`' TOP OF THE LINTEL. e„ , 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. WIDTH —# OF C&IN BOND BEAM COURSEE T/1�/c B 1-'epoNOMINAL—�-- 0 VIF HEIGHT # OF #S'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 T/1 MMB INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM AND XFXX-1TIOM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1T•OMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST -.31A a WINDOW z SILL = SLOPE TYPICAL MASONRY WINDOW 1 SILL CONSTRUCTION A SINGLE #5 CORNER — I BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO�Lj STEEL REINF. OF FILLED CELL _ BOND. BEAM PROVIDE #5 BAR -E REINF. BAR(S), AT EACH SIDE STEEL REINF. OF OF ELEVATION 3ROUTS BENEATH BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE. 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 8x16 DBL. BOND TOP OF BEAM Wf (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W!(1)#5 BAR .�. BONDBEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W! (1) # 5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -7' BEAM DESIGNATION OR �] 8x8 PRE -CAST CONCRETE G SCALE: LINTEL, W!O STEEL (L1) REFER TO PLAN FOR LOCATIONS T- 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407.774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 m �6@ o � a4 g S tlt d 0 iLi 9 aUBDIV. & LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL 3EFB "2447— ROBIE" CSAIiAGE 31rMG: RIGHT PAGE: DETAILS 160 H C 08 D TE 03/3/21 SCALE:1/4" = 1•-0' SHEET s.1A "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 SAFPE`LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 SJUB 9116-lTMB MITM1T tT/08 -1T/08 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T MOAT 04-1T WA -IT &32-7T 8/8.16 187Tn trn 1n1 1Tne ttn e/a2r 8/1627 8@0zT 8/2427 art8zr Brat-zr 3'-0' PRECAST 1436 952 3114 4217 6321 6428 7537 3'-0" PRECAST 889 1024 3-0• PRECAST 1589 3524 4394 5283 6132 7001 2465 6113 8385 7708 9031 70000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4705 iie7 4'-0" PRECAST 514 763 4'-0" PRECAST 1383 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1353 3D80 3815 4670 5325 6079 4'$" PRECAST 819 533 1770 2400 3033 36M 4300 4'-0 PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1626 6743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2580 3123 36M 4249 5 4" PRECAST 411 411 5'1l' PRECAST 1010 1806 2374 2944 3513 4084 1319 4460 7196 7342 sm 62� 1016 2278 2838 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2090 2549 30D9 3470 5'-10' PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3W3 5877 6036 6548 5776 9Z9 20M 2593 3107 3620 4133 6'$" PRECAST 692 1139 3227 3031 3707 4383 5061 PRECAST 410 721 6' 6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 100D0 Bon6'$" $r 1868 2329 2790 3251 3712 7 -6" PRECAST 570 938 2496 2205 2698 3191 3885 7 $' PRECAST 303 534 T 6' PRECAST 716 900 1181 1462 1743 2025 W8 2408 3408 4854 7057 6472 727 1624 2025 2426 2827 322E 9'-4• PRECAST 42g 633 15N 2204 2481 2618 2621 9' 4" PRECAST 192 384 9 4" PRECAST 454 586 767 90 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 190 2164 2519 10' 6' PRECAST 388 497 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10' S" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�" PRECAST 330 544 1312 1742 2252 2888 3830 11'�' PRECAST 132 417 11'�" PRECAST 430 406 530 653 777 an 544 1312 1742 2252 2886 3552 488 1042 1372 1843 1470 1710 1T-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0' PRECAST tii 370 12 0" PRECAST 383 366 476 587 am 783 507 1210 1596 2048 2588 3171 440 940 1300 1580 1314 1478 IY-4* PRECAST 270 433 1045 1365 1732 2157 2535 13'-4' PRECAST 82 298 13'4' PRECAST 308 3W 30 484 576 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 3e8 1272 1606 tees 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 390 978 1272 16D8 1950 2389 378 717 961 1192 975 1133 14'-8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 an 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 Mr, 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 16-4* PRESTRESSED 224 387 464 674 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 130 1572 1T-4• PRESTRESSED N.R. NR NR NR NR NR NR ir-4' PRESTRESSED N.R. 183 ir-4* PRESTRESSED 187 326 365 451 587 680 000 856 1121 1413 1739 2047 192 508 720 501 1135 1312 174" PRESTRESSED N.R NR NR NR NR NR NR 19�" PRESTRESSED N.R. 148 19'4" PRESTRESSED 182 Zee 348 430 513 595 235 736 959 12DO 1467 1716 /66 429 623 803 950 1095 21'4' PRESTRESSED N.R NR NR NR NR NR NR 21,.4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 696 833 1038 1168 1468 142 373 537 690 816 943 27-W PRESTRESSED N.R. NR NR NR NR NR NR 22,-0. PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 6w 779 900 24'4" PRESTRESSED N.R NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 300 418 129 450 654 824 1014 1147 124 319 455 581 697 793 - ALL VALUES TARN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN Bt LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA#: 0003325 F �@ a � � b s is88 ,513mv. & LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL 3EFB "2447— ROBIE" GARAGE 811MG, RIGHT PAGE: SAFE LOAD TABLES 160MH C� S PLANT 03/3/21 DATE: scALE 1/4" = 1'-0" SHEET S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x i 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WJ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'1. 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 2 718" 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 G-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED 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 W FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT E WD 1 4X6 (3X5 )C�") SYP. HTT4 W/ 5/8" DIA (5/S3AA) PT., WOOD POST x 5" EXP. BOLT WD-2 4X6(3X)(5 X")SYP. HTT4 W/5/8"DIA (5/S3.1A) PT., WOOD POST x 5" EXP. BOLT r-------� FIRE L.-------- F31, LOORB�� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD( DRAFT STOP 'I I 1 PRE-ENG. FLR. JOISTS ,'T fl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SECURE 2X12 HDR TO CMU W/HU410 W/(18) TITEN 2 SCREWS TO CMU & (10) 0.148x3 NAILS TO HDR SECURE 2Xi2 HDR TO 2X8 HDR MSTA-18 W/(14) 0.148"x 2 1/2" NAILS CHiH 2x4 WOOD WALL W/ SYP. 140.2 STUDS. PLACE DBL STUDS UNDER EACH JOIST �00 3Zo FJ7 ILL =- e FJ7 -- FJ5-- _-= FJS-= 2x4WOOD WALL W/ SYP. NO.2 STUDSQa 12" O.C. I'I I'I II r� u n n u u I I I I� I II II II II L II II II 11 II II II u n u u n n II it II HJ3 II II 5 II II 2x4 WOOD I .1 WALL SYP. N0.2 I II STUDS (� ffflll 121. . ; II II III �FJ4_ 2X4�WOOD WALL W/ SYP. NO.2 == )== STUDS. PLACE DBLSTUDS UNDER EACH JOIST i 2x4 WOOD WALL W/ SYP. NO.2 STUDS @12�O.C.-_ --_ N x sECU�u2�cFo c�RDE�WTT(� /10d x 1 1@' HGD.NAILS, TO CMU / a 1/a'x2314-MEN 2AN04ORS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" (JOIST APPLY DRAFTSTOPPING ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. FBCR 302.12 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.andesigngroup.mm L AA #: 0003325 c aD 43. � Ct p o m Q N W 0 t urnmv. Be LOT ABBOTT PARK LOT #31 BLK #11 PROJECT* 04181.000-31111 MODEL• 3EFB "2447- ROBIE" GARAGE OWMC;: RIGHT PAGE: FIRST FLOOR FRAMING LAN LF)VA-VI0lA'GFl 16 M H Ax*. C Q8 Dw 03/3/21 ECA M 1/4" = f-o" 88EET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 1" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2. SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALIJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6% W 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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEIS (1 PLY) B ALLOWABLE UPLIFT = U:2365 USE, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3"" -D' Sam BACKER BLOCK THICKI 8 4500 3/4" WOOD PANELS BOX) (2) 12" WOOD PANELS 60 (2) 1/7' WOOD PANELS 90 2x LUMBER 3AV T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 50GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12' GYP. WL BD. r,_'�I-JOIST CONNECTION @ L.B.W. `► sCALE:3/4'=l'-a' (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE >5/6' —HOLE DIAMETER 215'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING r.--�_AND BORING LIMITS O SCALE: 1 12'=1'-0' EDGE>5/8" 'HOLE DIAMETER < 3/5'D DBL STUD ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }'NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#2Z'x4", 6", W x 4'-(7' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS, X--A-(1) SIMPSON LGT3SD82.5 GIRDER TIEDOWN WITH (4) k' x 6' TITEN HD TO CMU AND (12) BOB }'x2} TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SDS }'x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2)}' x STITEN HD TO CMU AND (18) BIDS }" x 3' lx2 SECURED W/ lOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE THIC10m8 4500 3/4" WOOD PANELS 8000 (2)1/2 ' WOOD PANELS 80 (2) 1/2" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10mc12 HDG COMMON NAILS. EACH END TOTAL OF 10 LVLJIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" AB. WITH MIN. 7' EMBEDMENT TO SLAB & (18) 16d x 2-1/7' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB �LVL/WOOD POST CONNECTIONS 5 SCALE' 3/4"=T-0' A- SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3. 56/16 G <2900 LBS, U <210 LBS WI (4) 3l4"" WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12' GALV. NAILS TO JOIST FL#17241 D- SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 314'" 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 USE. U <210 LBS W/ (8) 3/4'" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4'=l'-(T' 6'-O" MAX (W/1X4) OR 10'-0" MAX (W/2X4 MAX., OR 2X4 BTM. CHORD BRACING 1 Y-9' O/C MAXSECURED W/(2)1Od COMMON NAILS AT EACH CHORD # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 iOd TO TRUSS AND (4)114" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"-1'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d C EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1)"X ERACE@CENTER (2) "X"BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - 31AGONAL SEE ARCHITECTURAL _ CHORD PRE-ENG GABLE TRUSS-� CING, SEE N FOR LOCATION STIFFBACK (AS PER NOT BE UIRED TRUSS ENG) CHORD OF ID ROOF TRUSSES WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN INTERSECTION TYP. /"� BTM. CHORD BRACING c SCALE: 3/4"=1'-0" 24" 24" MAX. w/ IJOIST CND 8 MAX END wA-JOIST R TM. ACIN SEE FRAMING PLAN TVP 1YP P END OF MAX MAX MAX LEDGER BD. 1/I EXP_ (Ao�. PROM (2) 2X12 SYP P.T 3/4' EXP. BOLT/J-BOLT VN 7 LEEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/ 2' HE & 51/2' TO BE USED I. ENSURE THAT EXP. BE USED WITH IJOIST WASHER & 51? MIN. EMBED. (TYP) 'MTH FJOISi BOLTS/J-BOLTS ARE PLACED MIN. EMBED. MP) INTO GROUTED CELLS, T ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN Of z 40-. i m 3. ALL BOLTS TO HAVE WASHERS (� 2X72 m 4. EXP. BOLTS/JEOLTS SHOULD SYP 1 NOT BE ANY CLOSER THAN 6' Z OIC. = Z 5, ONLY LEDGER IN DIRECT m z (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACNG CBITRAL SPACING A DOUBLE SYP 2x0 12' W MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. &__lOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-9' SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 12' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10ds @ EACH TRUSS TO BE INSTALLED a 10'-(T' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS scALe34"=r-D' 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. /, ,ALTERNATE MATERIALS SCALE: 3/4"=l'-U' 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-0078 wwwabdesigngroup.com L AA #: 0003325 4 J � i o � if ®gs SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING IJOIST LVL SIMPSON H6 W/ (8)8d COMN^" •'"" " EACH END PLATE STRAPS W/ 10d x 1 12" HDG NAILS WALL / FLOOR FRAMING, I —JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 2X401AGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK _ W/ TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W! 7' WASHER SET IN HIGH _ STRENGTH EPDXY 6" MIN. EMBED. AT 3T OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's &' O.C. MAX CONC.POURED LINTEL COURSE CONT. 214 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ W-0" O.C. MAX. GABLE END BRACING W/ PRE—ENG GABLE TRUSS @ CMU WALL V SCALE: 3/4"=1'-0" 8" CMU WALL REINF PER PLAN (2)214 P.T. W/ — MASONRY NAILS @ 12" O.C. 1X2 FIRESTOP— #8 WOOD SCREWS --� x 7' LONG @ 3" O.C.; STAGGERED OFF - CENTERLINE 3/4" AS SHOWN I O 3 iv SCREW PATTERN O= MOIST (SEE o0a �i�I FRAMING PLAN) BL2X12SYP#2LEDGER. SEE BOLT SCHEDULE, 10WAA. SECTION DETAIL AT I —JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3K'=l'-0' kl'3� STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A- SIMPSON MT512 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS Wl (14) 10d GALV. NAILS EA STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1(T' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" L ay PRE-ENG ROOF TRUSS 11, GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 12'59" WEDGEANCHORW/2' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16' OC MAX. %�%�TRUSS CONNECTION @ L.B.W. as au SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 7 LONG @ 3" O.C.; STAGGERED AS SHOWN 1 8L. 2X8 SYP #2 LEDGER_ SEE SOLT SCHEDULE, 10/S3.1 A i 8" CMU WALL REINF PER PLAN PER ELEVATION W4 p 3F SCREW PATTERN S °_ �Qj U PER Fi. FVATION �LN m2 �IJOIST (SEE 2x4 P.T. CEILING xm24" FRAMING PLAN) NAILER W/ MASONRY NAILS 012, O.C. 1X2 FIRE-STOPA= SECTION DETAIL AT I —JOISTS PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=1'-0' RCOF TRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O' :0 •: �„_ ,,,^��TRUSSNVOOD POST CONNECTIONS Va 1 VU 1 Vl. SCALE: 3l4"=1'-0" TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U: 990 LBS W/ (14) 10d GALV. NAILS. S - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U <4-5 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"" A.T.R. TO HDU4 AND (10) 114" X 21/T' SDS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,9W G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 56' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26)16d x 2-1/7' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abde igngroup.com AA #: 0003325_ J ® r0 taP q C 9 RA W 0 qua5m & LOT: ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL 3EFB "2447— ROBIE" GARAGE OWING: RIGHT PARSE: DETAILS (I —JOIST) 160 MPAP. C og A DATE: 03/3/21 aCALE:I/4" = f-0" aIIE CT S3.1B DBL. TOP PLATE CONT. as} LAP TOP PLATE A MIN. OF 46' F AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. Q AND QUANTITY PROVIDE tx 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 12' PLYWOOD Z INSTALLATION. PROVIDE 12" FILLER(S). NAIL ALL TOGETHER a PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ul ALL TOGETHER W/ 16d - X 2-ROWS, 6' O.C. COMMON NAILS, 2-ROWS, 6' ¢ O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4"DIA. x e" MIN. EXPANSION WINDOW II I JACK STUD 2x NAILED INTO BOLT W/ 3x3 OVERSIZED -M-- INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4' FILLER BELOW W/ MIN. CONC. EMBEDMENT SECTION A -A COMMON NAILS, 6'O. O.C. BILL 3 H FRAMING ® SHORT 2x STUDS BENEATH WINDOW SILLS 2xLOCKING FOR SHUTTER 6 B INSTALLATION. PROVIDE 12" PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING ro X ALL TOGETHER W/ 16d AND ANY PLYWOOD SEAMS ¢� COMMON NAILS, 2-ROWS, 6' W! (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END SIZE AND QUANITY >a> e F PROVIDE 1. WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2ROW5, 6' SIMPSON H10A W/10d x 1 12" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES 4'-0" MIN. TOP PLATE SPLICE OR SPHS TOP 8 BOTTOM STUD PLATE TIES W/ 10d x 1 AND NAIL WI 16d COMMON ", GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE - f�A_ A) 3" LONG NAILS � FI I BTM. MEMBER OF TOP —T �L-Hq JI PLATE SPLICE MUST 1-STA18 W/ 10dx3' GALV. COMMON OCCUR OVER STUD. NAILS, 17) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE 2x MID -HEIGHT BLOCKING (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS ONLY FL#17244 JACK STUDS W/ (2) 16d NAILS EACH END SEE SCHED X OR#STUDS ¢� NDER FADER O SEE SCHED FOR # FULL 0HEIGHT 2. STUDS 4 DIA X e"MIN EXP. BOL W/ 4" 1p Z 4" TVP. TYR 3X3 OVERSIZED WASHERS PLACED 4" 32' O!C 6" MIN CONC.EMBED. TYP. 32' MAX. n n co.n.n (3) 2x12 HEADER PROVIDE 12" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — O.0 N � _ 2x1n 2x10's LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2x8 (2)2110 (3)2x10 (2)2.x12 (3)2x12 8TIASPAfYlO®18'0.C. S1IDSPACRq Q2C 0C. 0 -2 ft 19 O 0 y Y U ¢ 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x4 RAH RAM SPAN 0-2fl 3 - 4 R KINGS 1 2 SPAN 0-2ft 3 - 4 ft KINGS 1 2 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (3) 2x6 3 - 4 ft 2x4 2.4 2 2x4 2 2x4 2 2K4 (3) 2x4 (3) 2c4 2x6 2x6 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 5-6ft 2X4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5-6ft 3 5-6ft 2 6 2x6 2x6 2 2x6 (2)2x6 (2)2x6 (2)2x6 7-8ft 3 7-8ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 7 - 8ft 9 _loft 5 9 -10 ft 3 2X6 2x6 2x6 216 2x6 2x6 2x6 (2) 2x6 9-10ft 2x4 2x4 1 2x4 2x4 2 2,14 2 2x4 2 2x4 2 2x4 10 -12 It 5 10 - 12 ft 4 2x6 2x6 I 2x6 I 2x6 i 2x6 2x6 2x6 2x6 10 - 12 ft 2x4 2x4 2x4 2x4 2x4 2 214 2 214 2 2x4 2x6 216 2x6 2x6 2x6 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL I SCALE: 3/4"=1'-0" 16' MAX. 16' MAX. 16' MAX. PROVIDE (3) STUDS a NAIL STUDS NAIL STUDS PROVIDE (3) STUDS a CORNERS LAP TOP TOGETHER W/ TOGETHER W! CORNERS LAP TOP PLATE MEMBERS 12d @ 12" O.C. 12d @ 12O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS PLYWOOD SHEATHING, CORNERS LAP TOP "ROOFAVALL/FLOOR SHEATHING PLATE MEMBERS SEE "ROOFM/ALL/F'M 16" MAX FASTENER SCHEDULE" SHEATHING FASTENER S PLYWOOD SHEATHING, SEE CHEDULE" "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 D / C1 EXTERIOR MASONRY / WOOD PROVIDE CORNERSLA TOP /� CONNECTIONS LATEMEMBERS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND SCALE: 1 12'=1'-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d Q 12' O.C. 12' DIA. SIMPSON TITEN 12" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED Fj "ROOF/WALL/FLOORR SHEATHING CELL, 6' FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' O/C, VERTICALLY MAX 16' OIC, VERTICALLY MAX C4 NAIL STUDS J TOGETHER W/ 12d 0 1 Z' 0-C. SHEATHING ON • INTERIOR OR A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2K4 WALL PLACE 30# ROOF FELT (1) 2x TO BLOCK ON 4 WALL (2) 2K TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS 50 AS (2) 2x TO BLOCK ON 2.6 8 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7745078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 �! `Sj` tBBCCz y{�F c 111 aD FO C9 1 a R ®ag x ul W O SUSDIV ae LOT ABBOTT PARK LOT #31 BLK #11 PROJECT# 3EFB "2447—ROBIE" GARAGE 87►ITTG: RIGHT PAGE: DETAILS m SCA .Eq/q• = i'-0" SHEET S4.1A a FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 tQ 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 OTHERWASE. HEADER SCHEDULE MARK DESMIIPnON REMARK 1O (2) 2X8 20 (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 1rc SIZE REINFORCEMENT STIRRUPS REMARKS BTk TOP MID SIZE SPACING B81 MASONRY 3000 8.16 (1)#6 (1)N5 N/A GROUTED SOLID BB2 MASONRY 3000 8z8 EE (1)p6 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8 F8-.�,,..8F8-tT/OM/OB, 1T/0M/0B 2 1 9 GT SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 A rr Go L J ao 3 Q cn C 9 sysarv" & I.OT ABBOTT PARK LOT #31 BLK #11 PROJECT# 04181.000-31111 MODEL 3EFB "2447— ROBIE" GARAGE SVMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 PH . C 8 o 8CALE:I/4' = 1'-0' 8*1EET 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 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3- TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. �'6 3 3 3 3 y-c ROOF FRAMING PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003325 F C i J p� a t7 Y 6 a O 4 Q ® C C 9 SU13DIV ae LOT: ABBOTT PARK LOT #31 BLK #11 PROJECT#/ 3EFB "2447-ROB RIGHT PAGE: ROOF FRAMING PLAN DATE: 03/3/21 SCAL C:1/4" = f-0" SHEET s6 q i W wP RGGP ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 GABLE-EIO �� ZONE 1 = 57.40 PSF (67.40) ZONE 3 = 65.80 PSF (75.80) ZONE 2e = 65.50 PSF (75.80) ZONE 3e = 75.80 PSF (85.80) ZONE 20 = 75.80 PSF (85.80) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = 75.80 PSF (85.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19W STRUCTURAL SHEATHING EXP 114020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS IQ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK 21/2' 0131 F1667 SCREW SHANK 170,000RINGS RING (TINGP6- RSRS-03 Bd RING SHANK 2 35" 0.113 SCREW SHANK ER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 235" DAIS F1667 SCREW -NAILS RSRS-01 HAI- I EH UN I HUSS —� ROOF SHEATHING — EXTERIOR SHEATHING USE 12" COX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 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. L BUILDING LENGTH •1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS Q 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 29, 2n, 2, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3C 10d NAILS @," O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES t� N Q N a z� zo �w z M 0 W � z m 9 NOTE: GABLES -DROP GABLE END 8 (1) ADUL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'O.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING ® 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING \ . #8 2' DECK SCREWS Q 6'-8" O.C. MAX @ EQGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 1 YI'. JI4" 1 NU JUB-I-LUUK UEUKINU I LUEU 1 U ALL ,XFVbEIJ MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C331A WXWUMAGGREGATE SIZE SIWL BE 3IC. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOS® TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES 8 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 3l4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Pb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402JO02-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMSIUWE UNDER ALL S ABSON43 ROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENTDISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 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 WATH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED W RE MESH, SHALL BE ASTM Al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psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDUNG, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -Gonwn Tt REVIEW_ TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - W WOOD TRUSSES. 10 psf BTM CHORD +IGDc°n° wtt #5 BAR - 3W #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD PROVIDE 36" z 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 15 pof TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) lope BTM CHORD 5 psf BIM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 PET STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pst, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd,, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALLSHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTTRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GE04ECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" V-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94/C94M OR LEA3UWNG, 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 MUMS. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OMER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REDUIRED 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 ANWORWEATHER 1.12' FOR 05 AND SMALLER 2" FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 SO: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL, TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLOR10A MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THESTRUCTURESAMASONRY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7A6 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM F TIE BEAMS F ORE O E BE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS ASTMCONCRETE ASTM STRENGTH OF C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE 3 0 8 00 PSI AT 2 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING_ LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M F = 36 k. FOR ANGLES PLATES AND WSHAPES. STRUCTURALASTM Y TUBING SHALL BE S M ASOO/ASOOM, GRADE B, Fy = 46 ka. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE ACIN PPPUCATION SIZE TYPE SPACING REMARKS ta3 PT FURRING TO CASE NMCENE9CpL B, QC GNUGE DOOR BUgc To— I--MA9]NR a OC rz'EMBED., d•ENGgsT., _1_. tz T,SEE... CAwRpENEO Cqt /Y LONG. Ae1FNE YA?JtIC.° GARAGE DOOR BUCK?OV. MABONRY/CquC. ExPAN510Nett T �fl34 pw1 (12 qN EMeE➢, EDGE °q wBG X ."'sEE N0TE9 A9 HAR11 L rrLONc. roc Nq wm°oP E.s ENEo `''T°MA9°"^'m"c w,ETa19TRAPTO " s«x'Y'coNc CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT. SY4NG0WR SIN:Kh PT, SEE NDTEB (I B11sgA g9HER 18 O'C 11lY EMBED. B"END gsi.,l i?EDGE qST. NON6EA4ING NVOD liO CONC.9U10 PPN91gJ 24— ABED. k'END . B'EDGE qST. N PT WINDDW BUCK PTT09TEELCOL,9EE 0.1 w/w�IC' _'0_ a" E�Eg3t 1? NO E 8 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS 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 NOA OR THE SPACING DETAILED ABOVE 6. WINOON/ AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2c MEMBERS ARE SECURED W TAPCONS OR RAF TO THE SUBSTRATE. li N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 F L 4 h =4 IWy V � O 14 I g® ;3, i f © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS LJ "' MAX. r% r—T A 11 A O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 1© 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOI it BY OTHER Q FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO Q QWOOD) IN J-CHANNEL SLOT 1„ MAvJL - I -CHANNEL FASCIA BATTEN STRIP ANCHOR WOOD BATTEN W10 10d NAIL AT EACH -STAPLES INSTALLED (2) TRUSSMOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW ORQ TAPPING SCREW, O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS ELQ J" MAX-41 - DETAIL D. O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS' Q J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'- I" SPAN 'LEI, 0 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — — O SOFFIT fNSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT ® �„ MAX. FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C o,;CONCRETE/CMU 2" O.C. MAX (INTO WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" .C. MAX. (INTO CONCRETE/MASONRY) OR EAVE WIDTH `EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD SOFFIT _�OFFIT� J x__� CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. i.08 :)af DETAIL A 12 A 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdesigngroup.com AA #: 0003325 z § v $ w C O o 0 ® C64 C U, W E O 9tI8DIV. & LOT ABBOTT PARK LOT #31 BLK #11 PROJECT* 04181.000- 31111 MODEL: 3EFB "2447— ROBIE" GARAGE 9VF MG: RIGHT PAGE: SOFFIT DETAILS 160 H EXP. C 0 041 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO AR NO VINYL-NO.639 > DATE. 03/3NT 1 9CALE:1/4" = r-0" ' a*== 11 sD1 -2,1 q Y7 st