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HomeMy WebLinkAbout7913 Sail Clover Ln99 1 � 0 88 o 0 99 v 4 O®CyBSIIC0D4�lL�. b" L) I e'O HOMESVO mundw 01,�j ?\- 12602 TELECOM E)RIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -IWIM BtAMG CODE, RMEMAL 7TH EDIMN (M) .,�, I,D D ��� -OCCUPANCY - RESIDENT►AL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. 24TMOR FINISH - CLASS B -BASIC WIND SPEED - Vult=180 MPH V83d=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - W. HEIGHT' AS PER LOCAL ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONM LUM. LUMINOUS ADT JU TA �R MEND T MINIMUM BAD BOARD GE M M.T. METAL THRESHOLD CL CENTERLINE MID. MOUNTED CAB CABINET MTL. METAL SCALE CLG CEILING NT.ON CENTER cLR CLEAR O.C.o.c. oxcExreR CONC. CONCRETE PL PROPERTY LINE C�. M ME PH PHOHrEBDTTGN D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD DATE DESCRIPTION 01!!S/IS CD'61861ED ARCHITECTURAL SHEET DESCRIPTION 0mm 20M FBC II -DATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATIONS "c" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN one CD'sRE-Ieew OMM 61DNG ELEVATIONS ADDED 03rze/1e ODgRE•D �W PERM. BOU.ES O6'7 CDBPE-188UED OVISmJ ADM CUMEg8FOOTERATGARAGE DETAIL (FORT MYERS) 02R2/19 PLAN MAINTENANCE AND SPATE CODES D.G. D A. DEM. DIST. DP. Ds. DTL. D.W. DUAL GLAZED D AMETER DIMENSION DISPOSAL DEEP DOWNSPOUT DETAIL DISHWASHER P T. R. RAD. R.A.G. R R.O. S.C. AM PFRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROUGH OPENING SOLID CORE ENT DR PG Ml —MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WA1—WALL ASSEMBLY DETAILS 034M REVISED LINTEL 812E AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: S .IT• CAWS FMB LW 04 4A I� D WAC VM ON � C � LIVING 1,828 86L FT. M MAS ADDED 'EXTERIOR MOW DEEP FOOTEW DETAIL 12)SUA (ORL) ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 4316 sa FT �I W 6 a. FT; TOTAL 2,362 $a FT EA. FLEV. EQ EEXH. EXT. FG/FX F.G. FIN. FLR. FLUOR. FR. DR FTO. GA. GAR DISP. G.F.I. GL. EACH ELEVATION XHAUST E EXTERIOR FIXED GLASS FUEL GAS FLOOR FOR FLUORESCENT FRENCHDOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS S.D. S.H. SHHT IG. SIM. SL S STD, SwS TEMP. THK. iO.C. T.OP, T.O.S. T.O. SMOKE DETECTOR SINGLE HUNG SHEATHING WER SHWR IMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERFDGLASS THICK TOPOFCURB TOP OF PLATE TOP OFSLAB TYPICAL 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 06)2b16 ADDED LED LIGHTS • KITCHEN 4 BATH PER Maas W= 01A9A8 ADDED STOW OPTION ELEVATION C / D (TA'IPA) V M8 ELEVATION'G' 61DING-ADDED LOUVER • GABLE ROOF W4DAS ADDED OPT, W-O' CEILWA HEIGHTS OvOI/!o REPLACE LISP OOM1EOroRB WITH 8RTP80N CONrEOroRB 0"WO REV16E FWAVENT RADON PLAN DIMENSIONS 04/OWO 0".8'-O' G.G. HGT.- ADDED LED LWIN FOYER 04AMM OPT 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HE*HT OP A .4"Y ,� ,gppEp ELEVATION6'L• rT' (oRu STRUCTURAL SHEET DESCRIPTION GYP. BD H.B. H.C. HDR, BUT OR FIT TNT. GYPSUMBOARD HOSE BIB HOLLOW CORE HEADER HEIGHTTION INSULATION INTERIOR U.N.O. V.P. W. WI// WDW. W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WAD WATER HEATER WROUGHT IRON 01A6R0 ADDED ELEVAT00 TTG'-TTH'-TT6' (ORU PG Sl —FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ANY ASPECT THE CONSTRUCTION DESCRIBEDI IN NEED OF FURTHER DETAILINGS DRAWING OR An UNCLEAR EXPIANAATION IN OVMI U20 FIBC UPDATE 03/0341 ADM WRIT DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG SN1—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI —SOFFIT DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA C. 0003326 alit? IM oil, 1 a M 1 1 E3VSDIV. Ac LO7,. ABBOTT PARK LOT #15 BLK. #7 PRO'T 04181.00 -15071 moDEI. 4EBB "1828-CALI" GARAGE DWITTG: LEFT PAGE: COVER SHEET 160 MPH EXP. C AA NO DI' N 5/05121 SCALE 1/4"=1'—O" BHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Ah 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 ANDIOR FABRICATION OF THE WORK. SITE 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 HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED 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 ARCHITECTIENGINEER 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. 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(8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YriNCH GYPSUM BOARD OR EQUIVALENT, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING I 00 NG LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT _ SO. PLUMBINO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 FNSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/8' 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, ill' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CESJNOS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUME$ ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR80FFRS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12I10/20 (RM) m • [i"l. RONALD REAGAN BLVD.NGWOOD, FL32760PH: 407-774-6078FAX: 407.7744078w.abdasigngroup.eom AA 0: 0003325 r p S 6 C SUDDIV. & LOT: ABBOTT PARK LOT #15 BLK. #7 PROJECT* 04181.000-15071 MODELe 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DA E 5/05/21 SCALE: 1/4"=l'-0" SiIEET GN is dCW d'41- 39'-S' . o - I - o oIIEEEEEIL - - i 11 0 0 � • p \ !!11 - - o a, - i �aauLga�- - AS REQ. % p PER 5LDG. iCop �"D i oGARAGE��. FOYER i:!1'11 - 01l:- mol . ■ip'u my s CIA EGRESS aII��110 oll��lo oll�����llo oll�����lfo FLOOR PLAN SCALE. V4' . I'-0' SQ.FT. CAM'S LIVING 1826 60. PT. GARAGE 430 SQ. FT. ENTRY 16 Sa FT. LANAI 88 Sa FT. TOTAL 2-362 Sa Fr. C01F CIBR AID CLASM MID lOMOM 8A9O MIND EIIOIME FOR IIEOOID CUMIM oFem sow ME M/MHODMA RBWrB A DTFE POORAOE MIN. WINDOW 10 S 34/-49 CRITERIA EXTERIOR SWING 18 8 33/-43 DR. MIN. CRITERIA SGD. MIN. 41 S 31/-39 CRITERIA 8010 O.H.D. 56 S 29. V-313 12'xl2' SOFFIT 1 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG, CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3- 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. COINMI A15010M C V-4- Ir L. TOP PLATE 0 in DETAIL . DTL. DL-� 11-0' (09%r� . 1'-0. NOTE: HEADER FINISH TO ESE PER COMMUNITY STANDARDS NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENJ I 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' (3S MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. •1 N. RONALD REAGAN Bl LONGWOOD,FL32760 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA #-. 000332E MI 0 6 Bulmm de LOT: ABBOTT PARK LOT #15 BLK. #7 PROJECT 04181.000-15071 xoaEL 4EBB "1828—CALI" GARAGE 8vWnxG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C 0I l: .! -<11 D M 5/05/21 BCA=: 1/4"=1'- 0" 8%EET Al 4' FREIZE BAND OPT. COACH LIGHT TO CONTROL JOINT TO CONTROL JO 12 o L�111�IIi��L_ _ TO CONTROL JOIN71 TO CONTROL FRONT ELEVATION ALE: 1/4 • F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A SWIM GLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED 1 �® BAND (TYP.) I7 Ib'Xb0' FYPON DECORATIVE SHUTTERS OR ECIUIVALENT 4B M. 4' RAISED BAND (TYP.J -----�- T A®FIN- FLR. � OFF RIDGE T OFF RIDGE T OFF RIDGE T b i REAOFATPC = 2364 SQ, FT. NET FREE VENTILATION AREA REQUIRED 11300 REQUIRED VENTILATION AREA 2364 /300 7.88 VENTILATION AREA X SQ. INCHES PER FT.(244) = 1134.72 SQ. IN. NAN. REQUIRED VENTILATION .SX ILM.72 IN UPPER PORTION OF ATTIC - 567.36 SQ, IN. OFF FUDGE VENTILATION AREA 115 SO.. IN. PER VENT 567.36 /115 TOTALYOF VENTS REQUIRED = 4.93357 TOTAL# OF VELAR PROVIDED = 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG EXTERIOR OF WALLTO E)(TERIOROF WALL NO OVERHANGSINCLUDED Fil—�ill No ME] m II rs ,o in REAR ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINISH V-0' ERG. HOT. _ _ d8 -0 F-I 0'-0' FIN. FLR----------_------------- ----------------------- - 0'-0' FIN. FLR LEFT ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BIGBRG. HGT�- 1,-0. 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I,-0. DECO. DTL. A SCALE: 1/2 • I'-0' L441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 fA UBDI� k LOBBOTT PARK LOT #15 BLK. #7 PROJECT# 04181.000-15071 MODEIA 4EBB "1828—CALI" GARAGE 8wIMNG: LEFT PAGE: ELEVATIONS "CFI 160 MPH EXP. C YD RINT DA 5/05/21 SCALE: 1/4"=1'-0" SHEET A2C Ca ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� DSV OUTLET 20 AMP SINGLE rota hmv OUTLET IVV OUTLET NTO OSWTCH OUTLET an"ID IIOV OUTLET mou'"ED WA1RC FAL NnLVJwMe (TAMPION j IOSRTANT TTPI) 220V OUTLET (4)WM COMaTION —F�- IIIP SIFT. BAATM04WM GROUND PAUL OUTLET MERI/rER GUTCH SWTCH S-WAY OAR 6 SUNTCH 4-WAY OPBR. L_%�\ WALL MOUNTED r-0 LIAR CEILING LIGHT © LED CL6 LOW © LED VAPOR VP PROOF LOW O V p VAPOR PROOF LOW ORECESSED CAN eVONT. PAN I f71'1 PER SO FT. Vl4T. FA4 NnLOalrr I CFn PER S(i FT. Y PDOM rePae's TSD sr FL 844AP ® (I�CEee�) A"O"' YR4P L (SUS! FNTJ 2' MASOIESCEW A. mAmpmagM a-o—� S Cm G 4' TRACK LIONT. PANEL sib METER e S.D. N'IOK! De1eCTOR BArT_ waeaa_uP 2L�� fir 1 w I "ALL FIOWIIO SMOM DETECTOR EATT-sAeG.u► SILLy®SEEE OARBON M04MM w" Oe7K.T02 OAUJbdogdrim MERE-CONECTED actim ta!b SHM A MIANCe ALL OF NOT Le to TINS 4' FROM WALL P@OANT LIGM LM� NATURAL d" UTILST ► TeLE410NE JACK WATSR HEATER PRCONEOT AIR COND 1Xse42aaCT Sae AIU ON I-�N TELavISION JA1X L BOX REOU TO Be SUFPORRD N OJ-BOX ACCORDANCE W am MARKED AS RICH FOR CELNS IA41LNNT TO BE SUPPORTED N ACCORDANCE W BOX MARKED AS SUCH FOR INIPOCTION gnna 24- NNCNOpcelr LOW STRIP a&- N10405 R.T LIGHT STRIP nnn® AV RIOOPIDESCIINT LOW /TRW FLOOD LOW OPT. SECURITY ImYPAO • PAL mew -BUTTON FOR OHMS tee FORT • LOCATION OF TV JA CK, 4 PNOE OUTLETS 4 FANS TO Be VIEWED • NOPNMXN R PRE<:ONSTRUCTION MENTNG • ALL B 4 20 AMP BRANG4 CIRCUITS TO Be AM FAMT PROTECTED PIR ELECTRICAL PIIDVISIONS Or ASS Y c • ° (NOT 111CUI. O OLANDDeDI NOT KETCH CILOCK) • DM A"R N CT TO LOCKOUT N PANEL PAN TO ISArAMM4IR x"IST a • BAIYN EXHAUST FAN TO HAYS MN. CAPACI1 or NT Be CR'1 SNTEII'BTTENT PER ELECTRICAL PIKOVIMONE Q SECTION MOO13 mid • LAU OW ROOM RICE A0.E SHALL DC GROUND FAULT OROUIT-NTBI LV-" PROTECTION FOR PERSONNEL ON FEEDERS • WRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL "AWINONS O: PIGM MH 2 [TWO) • ALL WORE: TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBPR IT14 eD (21"A • ALL LAMWS 614ALL BB AlI.eGTIO BY dIILDIR AND TSB d• LIGa1TMG MMT BE DlRGT OFl 1. TYPE F•IR F� m•BwdY mNeeRYArION r1�e1DTeNruL eNelnr lBP1Ole4OY] 2020. TJ1 ED1TIOi R40f) LANAI CEILING LIVING ROOM RED MTO. LIGHT TO BE CLG FAN INSTALLED, BDRM.#1 PRE -WIRED L I `J PROVIDE CLG FAN UP / OP OT A� PRE -WIRED \ \ CLG FAN \\ n DINING .n I ROOM I y''gr r A,-,ll S�CoIN qp —...--"STUTTER ININET BATH 1 L GFI A.I.C.LnA OUTLET I SRdC \ / u VP —+� . ,LAUN. FOR DW TC / --- - HI HEN RANGE / ' M GFI O n GFI WP Panel MAIN -A PANEL: 8/16%p cn. brealal[ VOLTAGE: 120124OV-1 Ph MAIN: 150 Amp M.C.B FEEDER 3-#1 Cu T-M & 1-#6 Cu (G) in 1 117 C. OR 3-#2)OAL TFbNd & 1-#6 Cu (G) in 1 IrZ C. YAn Polo W D..dpaon draft Weas D—d un Ua Ftle 0. W2 1 20 FxtWaRx nb Gfl is lilt 2Nn2 x 20 homflon Puny m 4 apace Bsp.w 9 PANEL -A PANEL: 42 crt bmaker VOLTAGE: 1201 40 V -lPh MAIN: 150 Amp M.L.O. FEEDER 3#1 Cu TWA & 1-#6 Cu (G) in 1 12' C. OR 3-#200 AL TMAN & 1-#6 Cu (G) in i 1rT' C. Wire Pule BW 0. UM anam Wane 0.M1 flan Ba Pale Mlre # 12 ir205 Smal APdW1w 1 2 8000 RnP 90 2 RI 012 1Momxew'H GFI 3 4 #12 1Small Appllanw 5 a 45M Wdw Ileda 25 2 #10 # 12 1 E 7 a #12 10.N AFO O 10 120D DspmM GR 20 1 #12 4Y2 1Beta GFl u 11 12 1500 gatenglw OFl 20 1 #12 $14 1F a I HN I aW.•2 a 43 Bath 1Q AM13 14 mm Dyer GFl 30 2 a10 014 1UN Rode, UrW D AFO 15 is #14 1Fild n P , A DIN AFCI OOD 17 IS 1500 W.0-GFl 20 1 r112*11 1SD&OO AM Soo 1 12 1 m Von Gavgt D-0,—, GR 20 1 1 912 #12 1 20 U*y I BW WIDen AM 12p 21 22 I= (Rr>,Tsl Edf Ue&Rea°h AFCI 20 1 .2 Sp— A 24 am S.d - 1 AM 1s 1 #14 span 25 w 900 Bath 1 AM 15 1 #14 27 28 Spew ew 29 30 1= rde.rgy 1 012 1 32 spas 93 m spew soaes SP- 37 33B sp:e ae x 35 AINA1 Oteda5 KVA at 95% ss2s 30 40 spew 41 1 42 L..dutrodt. don" Cola wlaWbns/Ana 1a000 2870D Lwd ad to OaneW fecla oda9Wau/The D—and Factor a u a ns: ABBREVIATIONS: AFCI: An FAULT ORONr NMRRUPTER NC: NONIANCI LOAD Gn: GR FAULTKfERRLFMR Tar Iotl mbFd to 4°naW eda a2roo R. I=xaae al 100% lomo PemNN waae 940% 13080 rd14acmW tWze IAAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Tdd C-- W LOW WOe 33WB "'AnPe(a %1240wlts H1.9 I General Lighting & Receptacle Load _ Tdd AM Sq—FM 1828 _ (Te�eN U. B Rao 3W I Sq. R. 5484 • 1 at 65WI-ight at 100% _ 65 Tdd G°ral UV. & R. ffi t ) 5549 BDRDM.. #4/ u HOOD WIRE W/ FOR �i �\ III I FUTUREMCI RO PRE -WIRED S OOUTLET (1,\ I CLG FAN 17 �. BUM. j �, e �fi�y'I I � I I L IRA l I illl I �� L% w I I L � 1 / PRE -WIRED I ® I �I • I I CLG FAN I I GARAGE DER I I L I j 04615OLRE6l F - - - - - I II L PER BLDG CODE WALL MOUNTED LIGHT W/SWITCJ4TGH IN IN j �I I � I '� LED LIGHTING ATM"GIN s I C� DOUBLE LAV. J CLGI BATH °I METER OUTLET KEYLESS I FIELD VERIFY FIXTURE \ i \BDRM.#2 OUTLLsEATT0 FOYER j�{( v' 1 \\\cam,,� 150 AMP ELECTRICAL RISER 48' AFF. / / \ NOT TO SCALE. ll ' GI G � p ,L r. p ENTRY — — %' `J GENERAL NOTESr A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL .Y�Lt63SiY PRE -WIRED CCMRY WTN ELECTRICAL PROVISIONS OF Two FIR CTrH eDITtGN r2e2l) LOCH. CODES. AND ALL LOCH- POU.ER �(\ CLG FAN C42PANY REOUNREPID M. /m IL ALL CONDUCTORS SHALL BE TYPE TNNUM1aW UNLESS NOTED OTHEPIUM -------------------- ' OPT- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' a 1'-0' PGWlR CO'IPA TRANB•OMMM PROVIDE BB A4•, W440 VOLT, I PHASE SECONDARti ELECTRICAL SERVICE. PR7VIDE 31'1 COPPER (CU) IN 1-V!" IL DIA 9CMDE Be PVC CONOIST OR PROVIDE 1 We ALUMINUM (AL) N 2" VIA SC EDILE N PVC CONDUIT UNLESS SERVICE to mwvIDED BY TVB ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. / I L I I I LED LIGHTING @ SINGLE LAV. BATH 4 FRONDE "10 CU, THWN . FS OU N 2' CONDUIT OR 3 •MO AL. THWN . 1% CU N 2- CONDUIT OR 2M ALVEX (CONDUIT TO TERMINATE ABOVE SOFFIT # OVERHANG) COMBINATION SERVICE M A1F DISCONNECT SIBTCH AND 201240 V4 M ELECTRIC MITER N I PHASE NEMA SIN ENCLOSURE MLO PALL BOAr2P —+ 7ILeP14OTE CABLE TRttVISON S62RW41ot4mm y SERVICE ENTRANCE ODn•lDn TERMINAL AT BCIU TERMINAL O LOW VOLTAGi CCNSECTIONN 1 V aU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS Ge THE MQ TTH EDMION(20201 &W DIA X S FT LONG COPPER CLAD GROUND ROD 4 IN i44i N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH:407.774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 C aoil I fill UDDIV. a LOT: ABBOTT PARK LOT #15 BLK. #7 PROJECT 04181.006-1507 1[ODELA 4EBB "1828-CALI" GARAGE 11111 : LEFT PAGE: ELECTRICAL PLAN %160 MPH EXP. C F-PRINTDA 5/05/21 8CALE: 1/4"=1'-0" 8HEET E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT &HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ SMALL NOT BE LOCATED CLOSER THAN 10 PT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 814ALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 603 6. 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, $HALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 814ALL 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. 11. 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 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT ® PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PA48 W/ DRAINS SECURE STRAP TO CONC. CONDENSER ER AttIC W/ (2)-3/I6'X2' TAPCONS SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM p y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB GBXI 1/4' $FIT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANTLINEB CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRICTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. I-,,— OR WALL CA. PLUG BRASS PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56000 INSIDE SERIES NICKEL BRA86 TOP CAULK P.VL OPTI/BPEC FLOOR SLAB CLEAN -OUT (TYPE )) FIN. GRADE OR PAVING SEE SPEC. 1'-8'X$' Cow. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ZEXT. GROUND CLEAN -OUT (TYPN ■ MECHANICAL PLAN SCALE: V4 . I'-& NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. /I • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 000332E m .o le etmDly. ag LOT: ABBOTT PARK LOT #15 BLK. #7 PROJECT# 04181.000-15071 MODEL 4EBB "1828-CALI" GARAGE JBIWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP C I. —M NO 93M J mm F—PRATE. 5/05/21 SCALE: 1/4"=1'—O" SHEET M1 2X4 TOP PLATE PLAN y PRE-FAB TRUSS IA' CLG. BOARD 1,12' DRYWALL Ttr SECURE MT. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. PLR 2X4 WOOD STUDS *24' O.C. SLAB ARTITIONS SUPPORTING 4LL HUNG PLUMBING XTURES AND WALL ABINETS SHALL BE NOT ESS THAN 2x4, WHERE *ACED NOT MORE 'IAN 16' O.C. OR, NOT ESS THAN 2x6, WHERE =ACED NOT MORE aAN 24' Off. (3:)TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'-i'-C' FIBERGILASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.I ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS �/ MTL. DRIP EDGE J/ 2x FASCIA PER i-0 ELEVATIONS iYP. oN. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. L ,5/8' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD 35/8'OR5 In. DRYISIUDO 3M' TOP CHANNEL (25 GA) I/V DRYWALL 3 5/0' OR 5 3/8' ME24' O.C. 20 GA MEINSTALLE RECEIVING U T.Fw LOWER 3 5/8' OR 5 CABINETS AND TUD/SHOWIR 25 3/8, BOTTOM GA METAL TO ISE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED 16' O.G AT 2NO TO COHC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAF S TO WALLS W/ TILE FINISH WOOD FLOOR WV I/4' WOOD WOOD BASEBOARD SCREW FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. \11W SCALE, 3/4'-I'-O' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS i I r STRUCTURAL REFERENCE Ix2 P.T. FURRING - STRIPS • 24'O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — n W/ WINDOW OPENING N FI15ER3LASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-EN3 TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160S5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (411—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'-I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4S69 TYPE III OR TYPE iv UNDERLAYMENT. AND SEAL M FOR SA►Lm SO. B GAS LINE THRU BLOCK SOA16 W-r— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FOL 8' Cr1u V Vl' RACK 2 COAT - FORR.AND Cu+o(r RASTER A" -LED DIREDTLY TO MASONRY REO CowaR BEAD v em sa STRlCTURAL FOR IeMronecxHT 7.6 F.T. LLD ATTACHED TO FILL CELL AS PER FROgIOT AFFROVAL REM SEALANT" BAOQI! ROD YBATWOR STSIr MOILDWS ALL AROUND (BY DOOR r'll"i BT OTEBIS s GARAGE DOOR JAMBS D1 "CALE:I I/2'■1'-0' _2X4 SPF 24' O.C. MAX ----- � SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL L PER STRUCTURAL DI PRE -ENS WD. TRUSS COAT. 2x RAT RUN SECURED F'ERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRIN3- STRIPS • 24' O.C. VJ' GYP. WL. BD. - WOOD MASE— FIBERGLASS° SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0 0'-0' FIN. FLR a ° • ° ROOF SHEATHING THICKNESS IS ENGINEERED F'ER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 4 'ITH EDITION, SECTION R301.13 _ . AND 160S.5.1. W/ WINDOW OPENING n TYP. WALL SECTION D NO OPENING NOTE: %5�1—STORY GABLE BLOCK WALL METHOD USED FOR THE INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-0' UND£RLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 D TYPE II OR ASTM 4869 TYPE III Mp OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003326 2'IV13DIV. de LAOT ABBOTT PARK LOT #15 BLK. #7 PROJECT# 04181.000-15071 MODEL4EBB "1828—CALM" GARAGE OWING: LEFT PAGE: DETAILS (SHINGLE) 16 M E . C 1 A AI NO DAA E; 5/05/21 SCALE: 1/4'=1'-0" SHEET 1114 D1 im 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (1) 14' X S' J-BOLt W/ 4' MIN. EMBEDMENT UV 2' X a' X VD' W4MNER 4 NUT OR UY (2) v2' X 6' ANCHIOR BOLTS UV 2• X 2' X V6' WA6WER 4 NUT 0 m ax4 TO MA WI ® V4'TAPCONS m m 1 14' EMBED. 6' O.C. 4• END 016T. 11/)' EDGE DI6T. B 61pfflh 2X6 GARAGE DOOR BUCK SECUR W/ (31 V2• X 6• J-BOLT OR ANCHO BOLTS, IW 4' MK EMBEDMENT, UV X 2' X VO' WAMER 4 NUT. (U WTH 6- OF TOP, (V WTWH 6' OF THE BT I O" (3) E%IMY SPACED. m m NOTES. ALL ANCHORS SMALL BE IN ACCORDANCE TO MANIFACTRER'6 INSTALLATION INSTRUCTIONS WHERE &.104 NBTI6JGTION6 AM MORE 6TQIN6lM GARAGE DOOR r BUCK ATTACHMENT D' CMU 14' DRYWALL Uu4 P.T. OR 3/4'X4' MM. SECURE THOU FRAME 4 ❑ 1'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASING MIN. 6HANIK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITWIN 6' OF EACH END DOOR JAMB OR WINDOW 4 W OC, MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +5/4" NW I TO BLOCK +3/4" OR +5/4" g ax4, = SECURE TO BLOCK UV 3/16' TAPO" (MIN. 6HIANG SIZE." MIN. MEAD 612E 300 MIN. EMBEDMENT I LW) WITHIN W OF EACH END 4 W O.C. MAX SPACOK 2X6, SECURE TO BLOCK WK2)3AW TAPCON6 (MIN. SHANK SIZE J46 MIN HEAD 612E 3" MR EMBEDMENT 1 1/4') 6' CMU! WITHIN 6. OF EACH END 4 IS'Or- MAX SPACING. oll V2' DRYUW.L 2X6, ®El SECURE TO BLOCK P.T. NAILER WK2) 3AW TAPCONS DOOR CASING (MIN. SHANK SIZE J46 MR MEAD SIZE 3" MN. EMBEDMENT 1 V4') UTWM 6' OF EACH END 4 b' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" TO BLOCK +1 1/2" 2X4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SWANK SIZE J46 MK MEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK UkY2) SAS' TAPCOND (MIR SWANK SIZE J45 MR HEAD 612E 300 MIN. EMBEDMENT 1 V4') WTHIN W OF EACH END B• Cm 4 W O.C. MAX SPACIN(k 14' DRYWALL 2X6, ET SECUFNW TO BLOCK 1'X4' 2) SA W/2) SAWTAPCONS, P.T. NAILER MIN. SWANK SIZE 146 W* OAU3. X 4' MIK MK HEAD 612E 300 MIN. EMBEDMENT 1 V4') DOOR CASING WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANI'ACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" �1IINDOII TO BLOCK +1 15/18" 2X4, = SECURE TO BLOCK W/ SAW TAFC0NO (M61 SHANK SIZE J46 MIN. HEAD SIZE 300 MR EMBEDMENT 11/41) IWT14IN 6. OF EACH END 4 E' OG. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6 m ON OUTSIDE 4 SECURED 6EO3E TO BLOCK THRamHI NON-STRUCTURAL WK2) 3/16' TAPC" 3/16' TAPCON MIN. 1-1/4' (MIN. SHANK 612E J45 EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 MIN EMBCOM M 1 1/49 S-Tr' WITHN S' OF EACH END 6' cm 4 IS' OC. MAX SPACING. V21 DRYWALL 2X& cm URE TO BLOCK SEC6EC I'X4' W/2) 3N' TAPCONS P.T. HAMMER (MIN. SHANK SIZE J4B DOM CASING MM. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WT14IN 6. OF EACH END 4 B' OL MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +2 1/4" y �D0�11 TO BLOCK +2 1/4" 2X4, = 2X4, = SECURE TO BLOCK SECURE TO BLOCK W/ I43N' TAPCONS MIN. V4' TAPOONS (MIN. SHANK SIZE J48 MINL SHAH 612.E J48 MK HEAD 612E 300 HEAD SIZE 300 MR EMBEDMENT 1 VW) MIK EMMO ENT 1 1/49 OT14IN 6. OF EACH WT14N W OF EACH END 4 ID' OC. MAX END 4 10' OG MAX SPACING. 6PACMG. 2x6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK W(2) 3A6' TARO" WK2) V4' TAPCON6 (MIN. (MIN. SHANK SIZE .145 SHANK SIZE J46 MIR MM, HEAD DIZE 300 HEAD 612E 300 MR MN. EMBEDMENT I V49 EMBEDMENT 1 1/4.1 WTMIN D' OF EACH END 6' cm UNTHIN S' OF EACH END 4 b' OG. MAX SPACING. 4 E' Or- MAX SPACING. 6, cm 7X6+ ® 14' DRYWALL 2X6, ❑ 14' DRYWALL 6ECURE TO BLOCK VX4' SECURE TO BLOCK I'X4' W/2) 3/16' TAPCON6 P.T. NAILER W/i) V4' TAPCON6 P.T. NAILER (MN. 6HANK 61ZI J46 DOOR CA6MG MM. SHANK 612E J45 MIN. HEAD SIZE 300 MR HEAD 61ZEE 300 TA6' OA.D. X 4' MR MIN. EMBEDMENT I V4') MIN. EMBEDMENT 1 1/4') UOT14IN 6' OF EACH END WITHIN 6' OF EACH ErD DOOR CASING 4 WOG MAX 4 IW O.C. MAX SPAC61G. DOOR JAMB OR WINDOW SPACING DOOR JAMB WINDOW ATTACH TO 2X PER X ATTACH TO 7PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, 6HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" Tl A Tn AT11(:K a.A" 2X4, _ SECURE TO BLOCK W 3/16' TAPCONS (MIN, 614AW 61ZE 10 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I 1/47 WTHIN S' OF EACH END 4 E' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-6TR11CTURAL W/2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' MSL SWANK SIZE J4S EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 MR EMBEDMENT 1 1/49 B. cmWITHIN 6' OF EACH END 4 16. OL, MAX SPACING. V2' DRYWALL 2x6, 1=1 I'X4' 0 SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. SHANK 812E .140 MR HEAD 612E 300 MIN EMBEDMENT 1 V4'1 WITHIN P OF EADN END 4 E' OL MAX SPACING. NOTE, DIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') aND 7X SECUE TO STRUCTURAL MEMBER IWT2Ad WITHN B' OF EACH ENO 4 6' TO S' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" i&NOF(HTO Tn RTA(:II a 4" MOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16" �� A TO BLOCK +9 7/16" 2X4, = SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SWANK 612E J45 MIL HEAD SIZE -%M MIN. EMBEDMENT I V4') WITMM S' OF EACH END 4 W Cr- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGHI NON-STRUCTURAL WK2) VW TAPCONS (MIN. 3AW TAPCON MIN. I-V4' SHANK SIZE 145 MIN. VMB=DMENT INTO BLOCK HEAD SIZE 300 MIK EMBEDMENT I V4') S' OF EACH END B, cmWITHIN 4 B' OG. MAX SPACING. 1/2' DRYWALL 2X8, CM SECURE TO BLOCK P.T. NAILER WN2) V4' TAPCONS 4' MIN. SHANK SIZE J46 I' P.T. X MIN. MIN. HEAD SIZE 300 MR EMBEDMENT 1 V49 DOOR CASING UTHIN W OF EACH END 4 10' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" W TO BLOCK +3 3/4" MAY .1 N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-714.6078 FAX: 407-7744078 www.abdesigngroup.com AA 6: 0003325 F 0 8UHDIV. A¢ LOT: ABBOTT PARK LOT #15 BLK. #7 PROJECTp 04181.000-15071 MODEL' 4EBB "1828-CALI" GARAGE SKIIJG: LEFT PAGE: DETAILS 160 H EXR. C FOLAND A ABOLKMCRA f, AR NO 23723 j DATE: aurr 5/05/21 SCALE: 1/4"=1'-0" SHEET D2 MAY PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 31473.1 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 2020FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10146.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR SO/22/2023% 114.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2023 13496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. 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 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WO00 CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/203044 186.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 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 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/3112038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.3 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 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE ZOZO FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/33/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING • RHINO U20 ROOFING UNDERIAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 1319I.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 lAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 TKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 358.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 AISIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 1 N. RONALD RFAGAN BL LONGWOOD,FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdesl8n8roup.com AA 8: 0003326 iLL 9 tn ; 5ay3 k� kp O S 6 t/tJHD2\►. as LOT. ABBOTT PARK LOT #15 BLK. #7 PROJECT 04181. 06- 5071 >t[OD>QIt 4EBB "1828- CALI" awRwass swn�ra: LEFT Pwoi>~ PRODUCT APPROVAL LISTING 160 H MhCof 2021 ROl.AlO A ABOUdiACFi4 L AR NO 93723 j D! � 5/05/21 /I'IffiLT D3 INSTALL FASTENERS (CLIPS, NOTE, STRAPS, STAPLES) A8 APPROVED CUILOM6 WRAP SHALL DE LAPPED A MINIMIl1 OF REQUIRED TO SECURE PIPE/ WIRE TO PRAM1116 6' • VERTICAL LAPS (ROLL URIC LAYER 9, ENDS) B 6' • HORIZONTAL LAPS. ALL SEAMS NERD TO ISO TAPED LATH VERTICAL LAP TO RE P STUCCO WRAP • WITH FORTICER 61 EAT14NO TAPE WRC LAYER 4, FORTIFlOER \ SUILOIN6 PAPER PREFOR"E0 CONTROL JOINT k THICKCOAT CEMENT Ile/ \ METAL LATH SELP-AX)MMMB6 —PL W'AS OP CONTROL JOINTS T \ RD M-AS14NM OVER 6L6' MEMBRANE 4M@1pRANE CE WIRED TIED To LATH 9' URIC LAYER •2, PORTIFlCEIR / BELP-ADHERM6 OL. MAX (VERTA NOTE, DO CUILDM6 PAPER PLA6HM6 OVER APPROVED NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD / T nN LM • MTAI. LAT \ momAP 7PSIS, N. BLVD. 1441LOIN EXISTS CEYOND EXCEPT' STAPLES UV MP • LE6 MAC' UBEDJOMEMBRANE APPROVED METAL LATH [vERTJ OC. MAX �( X X X I EX71EiD ONTO PIPE WNOOD, FL�GA60 PH: 407-774-6078 M AAPSUPPORf6 OVER APPROVED FAX 407 774-0078 STRAPS INSTALLATION WRD LAYER �, X X X�— — — — HaISE WfAP. PLAM.I616 70 Ex1ENo ONTO PIPE www.abd6Slgngroup.com FASTENERS TO BE SPACED STUCC'.O WRAP METAL LATH AA #: 0003325 • T OL. MAX VERTICALLY WOOD BHEATHM6 ' I WRC LAYER 9. I F THICK D COAT CEMENT 6TUC00 U�AP PLASTER V CONT. LEAD OF SEALANT INSTALL APPROVED F1a6CURAP AIR . ,. r'Y y, U . yr. y.•-n. •. T METAL LATH INFILTRATION 6HEATHM6 CARRIER OVER T-7 . WRD LATER 7. PORTIFICER . UM LAYER 4, FORTIPICER wlnl ne.,c oeREta ELAATOMERIC COATING OVER STUCCO) 04 MI6 PAPS / IL"n Co LATH SHALL NOT OD 6MEATHM6 CE coNTM0006 r•ro s• r•To.' SECTION EBMkr TIROLAW CONTROL Extarlor we porB nd c rant plBBbr JOINTS CUT SMALL \ SIX STOPPED AND Mall mmWY wUh tla Bppfiution TIED AT EACH SIDE. /�� �� PRONDE 2X4 DLOCKMG rrm uTu I�abNation of extenoramin and inml PER A6TM CIprD PLACED PLAT MAX 6' TOW LM, �• OVBR 8 ne FROM CONTROL JOINT WHEN 'LLL LAr Mall w ply w11h ASTM C 1063-1Ba, \ CONTROL JOINT FALLS ON or AI M 1787. FASTENERS POR LATH TO CE NAILS OR\ STRJCiTAMI. GYM SCALE, I IQ•.P-a STAPLES IN COMPLIANCE W/ASTM CW63 2. WIRE TES TO BE (No. I6) OO4T6' WIRE / D. CLOCWJN6 SHO M MAY CE IN ADDITION/ REQPE TO WALL STUDS REQUIRED MR PLAN 4'w4' SELF-ADMERME MRDRAtE OVER FLAWING (C 'PATICLE W/ HOUSE 4• ' VERTICAL LATH MATERIAL) UIRAelP__ WOOD SHEATHING OPOLO wwBo . ® I POLO wino B Par. A OR CMU PR. • 2. cPRAN 0 far. 0 } WR5 LAYER 01, 2. CRIAN • PT. • asBs 11, clBeaea . P'r. c aA•P•r.c "_ STUCCO WRAP (FRAME ONLY) A MOLD P•T. C O+OB R. ,V e Tu I.T. c T'OIKAft 6OTOM1`'"N1111 THICK, 3 COAT CEMENT ® PLASTER (FRAME), 1/2' 2 COAT j. CEMENT PLASTER (CMU) LEGEND t' METAL LATH (FRAME ONLY) ®® r� LAP WRE, < TAPE OVER DRAINAGE PLANE (WRB ;� mrrol® ROOFNIALL SCREED MAL O LAYER 01, STUCCO WRAP) t6ALw.LD QQ IBQI eur. 1' THICK J COAT CEPIENT ? S'X5''L' TYPE CONTINUOUS WRB LAYER 02 (FORTIFIBER — —------ — R�[�2coAT F Z GALv. METAL FLASHING CEMIW (NAIL TO ROOF DECK, NOT BUILDING PAPER) wte LATER 0• PCRrWIDEIE '� WALL SHEATHING) OIIILDMf. PAP'lR nBBAMP M.Y —GAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X INSTALL WITH ROOF CEMENT N y� 4 ook Sqg$ a� m aIIHD2V. as LOT: ABBOTT PARK LOT #15 BLK. #7 PMAWT#I 04181.000-1507 MOD=& 4EBB "1828—CALL" GARAGM 8wn9G: LEFT PA03M WALL ASSEMBLY DETAILS LAYB,raBBRM 160 MPH EXP. C Lap ADOW STUCCO cru ROOF CEMENT WOOD OR -1/1(o" ZIP WALL B.B WtLL ILM BNO € I ROOF PER ELEVATIONS SHEATHING .. g KKK-=1LA61N6 (BR M 1 20 SET"" �� ------ SELF-ADHESIVE FLASHING NOTE, METAL LATH: LATH TO BE PER SECTION PST Y'Ol16AY1!!T "I1:R "AwT IRA[. meo OR �I�II Rim3.7.1 / t45TM C-841-14a, MIN. 2.5 L58- FD�ATI& at trRRL. FWOP s d Hr An NOTr6 OF Roof . 5/05/21PWRP ,�B PER SQ. YARD (UTILITY OR NOMINAL 1/4"=1'-0" °o"''"°" LATH DOES NOT MEET SPECIFICATIONS)T PA/C A BRIM �Y "L" FLASHING 5 N.T.S.ri1 BACKER ROD BACKER ROD WRB LAYER sl, S•nurrn WRAP INSTALL 6' SELF-AD14ERMG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON L SIDES,Y1 CAULKING • JOINT ALL PER SECTION R703.7 Exterior lathing and Dlaslerino Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. - • —HOODED VENT 'x; ]' THICK 3 COAT CEMENT PLASTER METAL LATH WPM LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME.) WOOD SHEATHING WRB LAYER'!, STUCCO WRAP WRB LAYER R, FORTIFISER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH a' Cm VINYL CA61N6 DEAD 6' RAISED BAND )i' TO R' MID -WALL use wrmsn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT (toHORIZONTAL WEEP SCREED Wf STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' f PIPE THROUGH / WALLI 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLASH �A--\VENT PENETRATION SCALE: N.T.S. ELEC. METED VERIFY LO fiRGN I V IfGtiGl V G STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT 7*' TO X' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSI FOR BOX INSTALL WRB LAYER 01, STUCCO WRAP WOOD SHEATHIIS HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER -1, STUCCO WRAP LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH WOOD -1/a' TEXNRED RI CONSTCTION ' .y�FINISH . WOOD FASTEN TO WOOD 8TR11CTURAL MEMBER • l' O.C. MAX o, V TO X' MID -WALL aIEEP acRaeD _A 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYMCa �McnIREO FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 91. WRB LAYER 7, STUCCO WRAP STEP #1 9 APPLY MIN _ GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 WRB LAYER h, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEF #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP "re OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 H b dd tl U1 W 0 L ABBOTT PARK LOT #15 BLK. #7 PMJWT# 04 8.000-15071 S[ODlLIe 4EBB "1828-CALI" oARAGM sMMO: LEFT PAEiNI: WALL ASSEMBLY DETAILS 160 H EXA C 7 DP 5 21 dd axsTnH �TT A 2 WOOD CONSTRUCTION % HAT CHANNEL WV TYPE 'X' DRYWALL WOOD SHEATHING WIRE, LAYER'(, STUCCO WRAP i' THICK, 3 COAT C PLASTER WRB LAYER STUCCO WRAP �v NO GAP 4 FIELDFJ4 FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) rA CASING BEAD DTL.® CANT. SCALE. 11/2'.I'-0' WRB LAYER h, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' OAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 6' SELF-ADHERENG FLASHING WRAPPED • TOP OF WEEP SOWED TO SHEATHING 15ELOW WIRES LAYER 41, STUCCO WRAP ' WRB LAYER 02, FORTIFIBER BUILDING PAPER -6' SELF-ApHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 72�T,—` 4'POSITIVE DRAIN naco aaoaan NOTE: METAL LATH: LATH TO BE PER SECTION R71031.I / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION S/S' TYPE 'X. DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 7 WEATHER RESISTIVE BARRIER 4 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRIJCITON RESISTIVE I RESISTIVE 42 i' THICIC, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING I-EADER/BEAM (SHOWN FOR CLARIFICATION OF; SEPARATE ACCESSORIES ONLY) &bM��NSAL�LATION EXT. WOOD FRAMM WALL SUB -FLOOR DEC KIM Me -EMT) TRIM MATHER RESISTIVE S4IR4IER 4 i. THICK 3 COAT CEMEN METAL LATH WOOD S MATHNG— (6HMN FOR CLARVICATION OF SEPARATE AC 59WRINO ONLY) I Yi CAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — DRY WALL i' THICK 3 COAT CEMENT VWtl. CASING BEAD PLASTER WATER PROOFING \let - -VINYL C:A6IN2 BRAD LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE 3' X 3' 26 C.A. GALV. FINISH LAYER (2 LAYER DRIP EDGE PEEL 4 STICK) ._.�� SET IN FULL BED OF W PEEL 4 SEALANT. & MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR (SACKER I VXI Yi P.T. OR EMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS vn4ri BEAD WATER PROCFNG Mt WEATHER RESISTIVE LAYER (2 LAYER PEEL ; BARRIER STICK) WRAPPED FROM , WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUS FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL END OF 116*XI 11i PT. OR 8U'AJLATE SEALANT,V MR WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKE VINYL CASING DEAD ROD 4 SEALANT WATER PROOFING Im FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 5/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER 3 .AT CEMENT ��C METAL LATH b/S' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RE&OTIVE J' T14IC K 3 COAT CEMENT ARRIE.2 BARRIER .2 PLASTER VINYL CORNER BRAD DRAIN „seee w_ �_en -- - VINYL CASING BEAD NO GAP IN FIELD (SNOW FOR CLARIFICATION OF SEPARATE ACCESSOIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LUMN SHEATHING FATHER RESISTIVE A \MER h FATHER RESISTIVE ARRIER 4 OAF. -EEL 4 STICK I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF \PEEL 4 STICK ®SU15 FLOOR I !4'x1 )j' P.T. OR SIMUL/ WOOD (TREX) FILLER, CONTINUOUS )4 GAP FOR SEALANT OPT. SACKER ROD. - MODIFIED 9ID 3/4 RESILIENT HAT CHANNEL VINYL CASING 9E09-1 b/S' TYPE 'X' DRYWALL UIREXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER TREX BARRIER RESISTIVE WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. I )VX3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y' X 3' 26 GA GALV METAL DRIP EDGE ED SET N FULL BED OF SEALANT,)S' MIN. SPACE FROM DRIP /FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ;' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAT JEEP SCREED LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDINGS PAPER) METAL LATH x—x—x—x STUCCO WOOD OR i/1ro4 ZIP WALL 5HEATHINGc SELF-ADHESIVE FLA5HING — — — — — VINYL C01474ER DEAD.) / (SHOWN FOR CLARIFICATION OF VINYL cASING DEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE, NT8 r WOOS SHEATHING: WRB LAYER h, STUCCO WRAP 2x FRAMING MEMBER COAT CEMENT � CK3 WRB LAYER 02, FORTIFIBER asp Aza BUILDING PAPER —\ FASTENED TO SHEATHING C • t' D.C. MAX. METAL LATH S, WRB LAYER -1, }' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER T� �= WOOD SHEATHING &'SELF -ADHERING METAL LATH FLASHING WRS LAYER 4, FORTIFISER BUILDING PAPER ,� CORNER 1TJ7 HEAD ® FRAME DRIP CAP WINDOW FLANGE 2 1/2' -'1 CORNER BEAD (FASTENER 4 SPACING D 'I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK WOOD SHEATHING: WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDINGS PAPER [it METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB' LAYER 'I, STUCC4 WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) N 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-774 4078 www.abdosigngroup.com AA S: 0003325 A 7 8 rell y 4 b � b jT �R77 aummxv. Ae ABBOTT PARK LOT #15 BLK. #7 PLcl jzcT# 04181.000-15071 MODEMS 4EBB "1828—CALI" GARAGZ BWMG: LEFT PALM WALL ASSEMBLY DETAILS 160 JJPH EXP. C IMMO aABOUCKUMA NO 93723 P � D5/05/21 :CALM 1/4"=1'-0" alms= WA3 WOOD SHEATHING CASSINAG EAD PLASTERi3 GOAT CEMENT IX TRIM MR TO TRIM METAL LATH LEGEND � EMBE WRB LAYER •STUCCO STUCCO WRAPP SIDING TSIT[ TO WLAYER 42, FORTIFIBER DRAINAGE PLANE (WRB Arm RANONUM WOOD SHEATHING BUILDING PAPER LAYER "I, STUCCO WRAP) WRB LAYER 02, FORTIF15ER SIDING WOOD SHEATHINGLAYER LAYER "2 (FORTIFIBER — — • — • — BUILDING PAPER i x WRB LAYER "I, BUILDING PAPER) Baas N. ItoNALD ReA�AN BLVD. METAL LATH STUCCO WRAP 177777777772�METAL LATH x—x—x—x L Fax 7 7Fa.eo778 i WRB LAYER M, WRB LAYER 01, STUCCO www.abdesigngroup.com J' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER STUCCO WRAP S=CO gpQAP AA11:0003325 PLASTER BUILDING PAPER WOOD OR V16' ZIP WALL b'SELF-ADHERING IMETAL LATH CASING BEAD SHEATHING FLASHING ' THICK, 3 COAT CEMENT FLASHING OR REEHLG< STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO t CLARITY) CASING BEAD 18 ----------------------------------------------------------------------------------- J' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER ` WINDOW FLANGE WR5 LAAYWRAP i; METAL LATH STUCCOVINYL ANGLED ` OM C40NDTMACTION I I CASING 5EAD UV= SI#ATNM6UKATHM I WRB LAYER 02, FORTIFIBER ' ISAN RESISTIVE BUILDING PAPER i WEATHER RESISTIVE �� \ i WINDOW FRAME A( i BARRIER ��/ \ I / __ WRB LAYER 02, FORTIFIBER METAL LATH J ■ x T Y,' LAP ur. elC/ v SELF-AoIERn� �• REVEAL � 1 FLASFIM6 , / BUILDING PAPER c J' THICK 3 AT CEMENT i■ S' SELFW.-ADFERI i i ■ ■ R.A64M6 s _ WeATNER RESISTIVE E-2 BEAD VINYL CASING PLASTER �'■ 1 BARRIER 'I I , STARTER STRIP / ` + WEATHER RESISTIVE I (Wl%' FLEXIBLE PVC BACKER ROD) ; 6'SELF-ADHERING y �,J I +I \\ BARRIER -2 i ' ':� 6' SELF-AOFEMW. FLASHING 1 `� FLASHING i I i \ `. .'.t GALV•O METAL �� OZ�F_AM4ING� i i N DRIP CAP 'z' FLASHM i 17WRB LAYER h, STUCCO WRAP, I W IY• x S• SINLAwc"mToo ; WRAPPED AROUND FRAMING MEMBER Z WINDOW FLANGE w3Oo TRIM MenEER I I 4r / \ \ I b' SELF ADHESIVE FLASHING I 2 CASING BEAD Ca? WINDOW ( &.X TTR M;F�ER WOOD SHEATHING FRAME, W BAND `+ AL GAPIACALLKIG 2X FRAMING 15 C / ; t / OR APPROVED SEALANT MEMBER DETAIL BELOW EXPLODED cruma SIDING TO STUCCO FOR CLARITY ® HLOCK TO FRAME ------------------- ------------------ ---------- ------------------------------------------------ �� TRANSITION f -------------------------------------------------- ----------------------------------------------------- )'4' GAP TYf, J' THICK, 3 COAT CEMENT NOTE: / CASING BEAD PLASTER \ WOOD SHEATHING ; SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION ;, R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL I I WRB LAYER 02, FORTIFIBER ; LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER I WRB LAYER h, STUCCO WRAP WOOD SHEATHING 1 WINDOW FRAME WOOD SHEATHING I WR8 LAYER -2, FORTIFIBER sEEOODi-w•o�T�T1ON S• eeLF-AONERINO � I I � BUILDING PAPER i WRB LAYER "I, unoo SNEArNIn I R' i a THICK 3 GOAT CEMENT ! STUCCO WRAP WEATHER RESISTIVE i °'41�ER �/ \ LLEATNER RESISTIVE BARRIER h TO LAP I PLASTER 1 BIER RESISTIVE i / S MIN. ABovE TOP OF 'z• FLASHY, WRB LAYER 02, FORTIF15ER LAP Xlp' i% erolr► + I VINYL ANGLEDBUILDING PAPER S SeLF_ADNERIN6 1 LLEATNER RESISflvE BARRIER■I I WRB LAYER II, ' CASING BEAD wl. METAL LATH FLAS14NO +\ ' / �NERRESISTIVE I STUCCO WRAP i VINYL CASING BEAD STARTER STRIP IA ue; R. a m;BBOTT PARK LOT #15 BLK. #7 ' 18 0T11111 71 ][OD>cLa 4EBB "1828-CALI" GAAAGZ 8WING, LEFT IPAOM WALL ASSEMBLY DETAILS 160 KPH EXP. C 9" THICK, 3 COAT CEMENT 1 I+ b' WIDE PEEL i STICK (EXPLODED ` VIEW FOR PLASTER \ ; WINDOW FLANGE OVER FLANGE ; CLARITY) GALVV METAL �� WlATNER RESISTIVE Z• FLASHING BARRIER 4 TO LAP I , E-Z BEAD VINYL CASING 20Z� x Toom R _� °FMrFLAA°OVSHI"G I 2X FRAMING (W/�' FLEXIBLE PVC BACKER RcRAy lI e•z eem veITL caell�OD811tlSMMEMDER \ MEMBER �-U �eceR R�o°oLE Pvc \ / APPLY FULL BED OF SEALANT BETWEEN CASING BEAD 0RAISED ` ` I <= I BUILDING FLANGE BUILDING WRAP FLASHMG . + , • THIr'TI 3 COAT `\ Z': , ae API -ROVED GAP ED SEALANT `'�,,� WRAP ; 1,7A BAND (FRAME)ER Ree+STIVE , `;y � RESISTIVE ''---------------------------------------------------------------------------------------------- 723 SCALE: I I/2'•I'-0' E•z eem vnrL aaelm MATI•ER RHSISTIVE BA MER a MEN Re�� P'"O DAY'a: 5 05 21 STUCCO WEA'nW ® IFRAME OTO FRAME eR�aETI� 16 A E z BEAD WINDOW CASING D*Ec .1'4"=1'—°" TRANSITION s�La' 19 WA4- AVALAKA SHOULD SE TAKEN IN ICEERNG TIE VENT PROPERLY "' S• AND 17 ALIGNED, VENT MM IS SENJ:D W UTUZED. NAIL IN RACE SHDVM IN T OKVANIZED USING I-1N• NNLS AT EACH CORER. ROOFING CEMENT SHOULD BE APPLIED M ALL SHINGLE EDGES NEXT THE OUTER EDGE AND AROUND TIE ENTIRE PERMIETERAS CMOUT GOCGENECKVEM OPENIIW IN THE ROOF RECCNSAENDEDINSEVFAE WEATHER COISTAL SMFATHI—SIZE THE-E.- IN ACCORDANCE VAM TIE CIWIT SHOWN. IN TIE EVENT AMECIN/SM VENTFANW CONBTRUOTICN—S. USED, 91ZE THEVENT H INACCORDANCE NTH VENT FAN SNNUFAGNRVSRE'S RFINO CdJNEC110N INS TRUCTO CO NOT CUT INTO TRUSSES OR RAFTERS MEN CUTTING THE OPENING IN THE ROOF. REIAOYE NTERFERING SHINOIE NAILS AROUND THE PERNETkT OF THE OPENING SO THAT THE NNUNG FLANGE OF THE VENTIAYS FIAT TO TIE ROOP SHFATHNG. SLIDE THE TOPANDSIDEFLANGESOFTIEVENTFL ANDUNDER SHNGLES. BOTTOM VENTFIANCES TO UV ON I I THESHIN THE TOP OF THE SHINGLES. f o� ROOF HOOD VENT DETAIL E- CUT HOUSEWEA AT N' ANGLE MOONRED 'I' a N MOUSE AP LINE OF W S)O Opamm II -I Houm rim P Al NO FOLD N AT APPROVZO HOUSOIRAP OVER S/EATNNG OVER WD STUD WALL STEP 1 "TALL S'— SELF-AONERM FLASNNoI OVER NAILING PLANW AT JAMES EXTEND FL AIIII MN I' SMLOEI SILL ILDGELC FLASMESf DD NOT SEAL eaMOM FN STEP 6 STEP 7 MOLDED MOUND BABE W RPE AND OVER 1- ALIGN FLASNNG UY INT. EDGE OF NLL MO. MECNANK7ALLY FASTEN FANNED ROOM MAP NAILS, STAPLES) "TALL OUPCNT ILDmRM AS TF ILASNSIG AT TIE FOLD HouffimSAAP DOM A TAM DIAGONAL CUT . ACROSS NEAP o PLUMBING VENT DETAILS F SEALM AMSM ANc S110 O IN A AA -m N LANCE N W-PNOI IcLue OR DLES "TALL S' WDE ADWESIVE - MACKCDN.MC LE n-neHNG MATERIAL OVER DRIP CAP JOINT (PSDTECTO-SRAP SIT -ROM a EOJIV) ��. . 'a!Ii� WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NTS STEP 9 35• NO FASTNERS WTHN S" OF CENTERLINE �-EXTRA FASINER3IN END OF SHINGLE i-EXXTED ENDSHIHNDLE ./ ATL ND Sq VALLEYC IM-NE ��1• CLIPPED OFF _�TEGREES 1 rxw vnuEr �xrERurE ROOF VALLEY DETAIL SCA.E, APPLY ON NRI (O EOUAL)SEALANT I MaD APPLIED FLASNIM (LANCO WHITE -SEAL W-4N OR EfiNLI SLOPE SILL TO NI bkm L IT M THE CONTACTORS RE/PONSISILTY TO VERIFY THE c0"PATENLTTY OP ALL PRODUCTS NCLMNG WUAO RAP, SEALANTS S /ELhADNMtl%n FLAAHNG MATERIALS USED DURING CONSTRICTION . INSTALL ALL MATERIALS PER MA)AlACTURERS MITTEN 11PEC1ICATIONS ATUELE.SEALANTS MAY IEACT ADVERSELY F NOT CLEAN AND REAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWSVG COMPLETION OF EXTERIOR RETROPIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTMSION CELOW THE WINDOW OPHISIM rAL INTERIOR PERIMETER OF WINDOW WITH SEAL AIdT EQI6L L IT IS THE CONTACTORS RESPOFISISILTY TO VERPY THE C09PATIDILITY OF ALL PRODUCTS NCLUDNG SEALANTS S SELP-A,DIIEISNG PLASHNG MATERIALS USED DURING CONSTRUCTION. 2. FLASHNG AT EXTERIOR WSOOUIS AND DOOR OPENNGS SHALL DE SMTALLED N ACCORDANCE WITH MANUFACTA IM" INSTALLATION "TRUCTIONS AND APPROVED METHOD U OP PEC WIMA WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NITS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwsbdeslgngroup.com AA M: 0003325 1 h o To Tn N !W i 0 sysaiv. as X'07' ABBOTT PARK LOT #15 BLK. #7 Pao�caF,� 04181000-1 071 MOD�La 4EBB "1828-CALL" GA3RAGS 11IMMI: LEFT PAa& WALL ASSEMBLY DETAILS 160 APH EXP, C H 71 2021 scALIC: 1/4 WA5 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP DRIP EDGE �\ I\ l/8' TEXTURED i \ / FINISH a WOOD I \� zxv sue CANDJ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION �tl ©PL)4N B T/8' TENURED FINISH o WOOD, I/2' TEXTURED RINIBH 'a Cm METAL LATH { \ WOOD BREATHING OR cm UAF6 LAYER h, STUCCO WCAP(FRAME ONLY) = UAFB LAYER'T, FORTIFIBER ENIILDMG PAPER (FRAME ONLY) ROORMG CEMENT DRIP EDGE METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK (BEYOND) `\DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ``1'1/8' TEXTURED FINISH � / WOOD, I/2' TEXTURED FINISH m CMU � 2x6 SUB -BAND W/1'x4' NOTCH m END, WRAPPED IN PEEL t STICK ®FLAN /4 METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -®' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/l1�'x4' NOTCH •END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMUJ SUB BAND DETAIL 0 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 x x x x x x x x x _ SUB BAND DETAIL Ca? WALL W f KICK— OUT k ME OR GMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y.' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Ui'x4' NOTCH m END, WRAPPED IN PEEL t STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ys' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U5'x4' NOTCH w END, WRAPPED IN PEEL t STICK -ROOF CEMENT � ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FA%: 407-774-4078 www.a6designgroup.com AA s: 0003326 A oil AM 4 Lo � a o m 0. a o sysav see LOT: ABBOTT PARK LOT #15 BLK. #7 P1tod=T# 04181.000-15071 xoamu 4EBB "1828-CALI" owiewaz sfrnaa: LEFT pwas: WALL ASSEMBLY DETAILS 160 EXP. C MAY p 112021 L 1 ARM 83723 1 i scwrM i/a-=r-o" sosr WAS ,I Y 39'-8" 28'4' 3'I" 36'-2" 171. T PO Q SLAB co - 1 - - - - FM-1- -1 - - - - - - - FM-12X18 - ml` N 4" CONC. <" xi SLAB w ` g J a � , F-24X24J 1, 0" *g 1/2" r LL 10 , \`\\ EXTEND-"`FM-12X78 1 SLAB 1 1/2" 4" PVC \\` CHASE 1.1 1A \ 0 . I � TOO , P OF I SLAB IN I XI L---- ---d- TE-1 0 1.1 1.1 I *1 1/2" I I 4 1 3 0 5 I IN m I� W a SIN. EXTEND 1 2 lA SLAB 1 1/2" 1.1 -- 1.1 1.1 cSm F,2Xi8 m IW ri 4"CONC M- SLAB I LLN �N IOW 1 SIN. 51 3•_5„ I lin a 4,-31/2" 1 1A I . 71/2" 4 I ,A 2 __1 1.1 1 1A 1 I FMG-12XIS FM-12X18 ~ FMC-12X18 4 0 L 1.1 1A FM-12X18 - - - - - 1.1 J 4 1.1 .1 2'-V' 18'-0" 2'-8" 4'-4" X-10" 10'-2" 14'4" 21'4" 39'-B" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, GINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 3W. #6 =36-1, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,D00 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" OIC MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 5x6 W1.4xWlA OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10' - s (+)0"-0" FM-12x12 1T CONTINUOUS 12" - (2)#51s FM-12x18 12, CONTINUOUS 18" - (2)#T. FW1608 16' CONTINUOUS 18, - )- FMC-12x18 17 CONTINUOUS 19, - (2) 's VARIES F-24x2 2 " 24" s s ,1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 $� tl �a is iyj o G7 I U33DM as LUTBBOTT PARKLOT ##15BLK. ##7ROJECT# 0418.000-15071 MODMIA 4EBB "1828-CALI" GARAGE 8TfWG: LEFT PAGE: FOUNDATION PLAN 160 H EXP. C BCALE: 1/4"=1'-0" 6041 30" MIN. EACH WAY MONOLITHIC FOOTING }} °� i STEEL REINFORCING IN GROUTED z .,1,. IL STEEL REINFORCING IN GROUTED ­77, ss� CELL SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 111 P_ SPACING REQUIREMENTS 0 Q� t { - -If'� "+ GARAGE DOOR C W m U w —'� °•. I Ia v RECESS U a Q K to Ir FM g 5 a O N i 6' CMU WALL fb O 8" CMU WALL I .. CORNER BARS, SAME SIZE AS LARGER BAR N Z c'�i m - +- p'-0" , vI, W FOUNDATION WITH IN LEG EACH a WAY AT ALL CHANGES IN DIRECTIONS ul N `(/j + p-0 - TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB ,• ti ..-. - ( : MATCH AMOUNT OF CONTINUOUS BARS • SEE SLAB SCHEDULE EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) 16' a, - V IE .,. SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB ° o. °- CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY MASONRY �. ATIESEV:7 y�, \ / W/ 12" ISOLATION _ • 6"CHAMFER (2STORY) JOINT (WHERE • -. • #4 24" I, �� 4"CHAMFER (I -STORY) W/ 1/T ISOLATION `-T-�"-` 6" CHAMFER (2-STORY) �F 0'-0" APPLICABLE) i SEE SCHEDULE #5 3a' JOINT (WHERE • • EE SCHEDULE APPLICABLE) i 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST t� AND BAR QUANTITY , AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:34"=1' Y' GARAGscALE:-a' CORNER BARS DETAIL DOOR OPENING @ E 3 4 SCALE: Z (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL C) IL 8" CMU LAP TOP PLATE A MIN. OF 46' N AND NAIL W/ 16d COMMON 0- #4 REBAR �ZV O.C. @ CENTER OF NAILS, 2-ROWS, V O/C BTM. VERIFY HEIGHT g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 0 W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING O f5' OU 0 I WALL W/ SYP I I 7' CAPPED y NEW REINF. BAR 0_ No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE SECURED W/ 2- PART g SPACING. SINGLE BTM. PLATE PT. PROVIDE DBL. TOP 12'W" WEDGE ANCHOR W/ 2" W/FLANGE ® BASE per, I EPDXY. MIN. EMBED TO BE WASHER SET IN HIGH STRENGTH . 4 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 0 16' OC . n^ iv ih Q O FOLLOW ALL MANF. 0L SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 M 4' CONIC., REINF. W/ I USE AND I BTM AND TOP PLATE r p k6" #10 W WM ON _ { 8-MIL POLY ETHVENE U SECURE FLANGE TO PREPARATION OF ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL V` W VAPOR BARRIER ON SLAB W/(4)1/4" X 21/4" HOLE. W LD HOLES, DO NOT USE tOd W W K -p^ WELL -COMPACTED 2 I • (I TAPCONS x 3" SEE SLAB SCHEDULE j CLEAN FILL TERMITE 11 a TREATMENT SHALL BE �I a.e' .._.�. BORA-CARE Q- ,QQ TOP OF SLAB 7 •. (2) CONT.#4 REBAR4" CHAMFER (1-STORY) • f 6' CHAMFER (2-STORY) e—� (2) #5 REBAR ON CHAIRS C 2.000 PSF VIRGIN SOIL OR 95% 17' MIN. DEPTH IMO � U.,COMPACTED EQ. EQ. SEE SCHEDULE SOIL VIRGIN OR ENGINEERED SOIL SLAB HEIGHT LESS THAN 3'-6' OU PER PLAN 5 BOLLARD ADDING BAR TO FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO DEEP 6DALE 34"=,�" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL SDALE:34"=,'�' (W/ UPLIFT) W/ BLOCK WALL SCALE:34"=1'-0" UFOOTING A SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" �-�• AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT OF WALL W/ PLAN LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE g a PROVIDE DBL TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE B7. PLATE TO SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB WHOd MASONRY NAIL 6 W NAIL 16' OIC STAGGERED. ADDITIONAL METAL CONNECTORS NOT 16' O/C STAGGERED. ADDITIONAL METAL 00 U d REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN 0=fq O 8" CMU WALL W UPLIFT IS PRESENT. UPLIFT IS PRESENT. m ? ILL ED CEONLL TYPPSEE -`�'- TOP OF SLSEE / - .. ,2X SLAB SCHEDULE SLAB SCHEDULE 1POURED8'CMU WALL FRAMING 0TOPOF SLABiSEE SLAB SCHEDULE 12' DIA SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO TOP OF SLAB a• g 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND _a � CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX • -•-�� POURED MONOLITHICALLY WITH y * -' - r FOUNDATION AND SLAB 4 • 4� SEE SCHEDULE SEE SCHEDULE / OR WxD, R SIZE EQ, EQ. SEE SCHEDULE FOR WXD, BAR SIZE ✓ AND BAR QUANTITY FOR WxD, BAR SIZE AND BAR QUANTITY �r M AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR CURB FOUNDATION WOOD WALL FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-LY' (D_,"�INNTERIOR I V SCALE:-'=1'-0" 11 (NO UPLIFT) (NO UPLIFT) SCALE:L i L441 N. RONALD RFAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.alW e•Igngroup.com AA #: 0003326 z 004 z es } 1 F y>ob 4 aUBD:v de LOT. ABBOTT PARK LOT #15 BLK. #7 PROJECT 04181.00 —15071 MODEL• 4EBB "1828—CALI" GARAGE BWD7G: LEFT PAGE: DETAILS %160)RH ME C 25'-10" 18'-10" t4,$„ 10'-0" T-0" Ell 11-H 8'-2" Y N (1�l 4 <�l m N 0 fV ir] N 0 v � N N I� Y R io Y e '4 0 N O V N 4 N n 5,4„ 1' sq 0 "v MAY 2,4„ 19'-0�10 -6" DOWEL PLAN SCALE: 1/4"= 1'-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 6 SXMDrv. ae w ABBOTT PARK LOT #15 BLK. #7 PROJECT# 04181.000-15071 MODEL: 4EBB "1828—CAU" GARAGE OWWO: LEFT PAGE: DOWEL PLAN 16 PH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM N I. 5 a O CLEAN OUT REQUIRED w FOR INSPECTION 07 e � ' 0'-0" FIN. FLR. TIE RTICAL REBAR . TO HORIZONTAL REBAR W/10"HOOK �4— BAR SIZE 48 BAR DIA Z� #3 #4 18" 24" M U #5 3a' #6 36" #7 42 HORIZONTAUVERTICAL REINFORCING 0 Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS C �W U a O N � Z 8" CMU WALL IS TOP OF SLAB SEE SLAB SCHEDULE W EXT. PORCH SLAB BAR SIZE F48 BAR DIA > 4" CHAMFER (1-STORY) O W!12'ISOLATION 6" CHAMFER(2STORY) #3 16 U JOINT (WHERE 11 24" APPLICABLE) Z - MATCH STEEL 05 30' i REINFORCEMENT 6" PVC CHASE PER SCHEDULE #6 THRU FOOTING #7 4T SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE (DlH� REINFORCEMENT PER SCHEDULE NG #5 BARS 1111 8" ,. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN 8LVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.00m AA #: 0003325 m� F i0 6 a 4 BtMDM A. L.OT ABBOTT PARK LOT #15 BLK. #7 PROJECT# 04181.000-15071 moDE7i 4EBB "1828-CALI" GARAGE 8111IING: LEFT PAGE: DETAILS 160 P EXPAC 017 mm DATE: MT 5/05/21 8CA=: 1/4"=1'-0" DIM r 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 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 0'4% FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 (PT%cI) ZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 1 GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ---------- -I—----------J BF16 MIN: iT/OM/1B 17'-4" BTM. OF LINTEL Q T-O" ABOVE FINISHED GARAGE SLAB L--------- —I— --------- i LIFT BEAM PLAN SCALE: 114" - V-0" alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com #: 0003325 t b o > llusmv as LOT ABBOTT PARK LOT #15 BLK. #7 PPtoJECT# 04181.000-15071 MODEr1 4EBB "1828—CALI" GARAGE BWMC;: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 Wil EXYJC 2021 aCALE: 1/4-=1"-0" aFIEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 19' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-9' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 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. TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 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 TOP OF THE LINTEL, S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, T IV/ OF F=FILLED W/GROUT �\a U=UNFILLED �1� .T1\� NOMINAL WIDTH #0F#5'S, IN 2ND B0ND BEAM COURSE 5�` � �16-1T/1�/c e � HEIGHTL # OF #VS, B TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 M,0B INDICATES A DOUBLE B0ND BEAM 1. OF #5'S, BOTTOM AND XFXX- iT/OMOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - lT/l MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST +319' a C WINDOW = SILL m SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION BONTypD BE 1#5 TYR 6k16" (D BOND BEAM �F---�F Bx16 DBBONDTOP OF BEAM Wt (1)#5�Ap BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR .y : BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8xS PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR n _ Sx8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rna PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") W FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-W16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 6' FROM EACH END AND 1W O.C. MAX. MIN 1-1/4" EMBEDMENT 2x0 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") W FROM EACH END AND SECURE TO SHEATHING W/ � / 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER ELK. EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 I - SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF - AT EACH SIDEOF ELEVATION BOND.BEAM CHANGE CHANGEIN DEELLEVATION OF BOND BEAM SCALE: 3/4"=T-0" .1 IN RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngmup.com AA #: 0003325 .+ F z 4 6 a 8It73DM ac M71 ABBOTT PARK LOT #15 BLK" #7 PROJECT# 04181.000-15071 HODmu 4EBB "1828-CALI" GARAGE 811MG: LEFT PAGE: DETAILS %160 MPH EXP. C sCAL.E: 1/4"=1'-0" S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x i 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA 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 REOUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY! ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ �15 Z SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ1 n 7 —--�— — u CA I CJ3 u n n ny n n n n n u n n 1C n u u CJ3 Nd N ATTACH 4-0" LONG 2. SCAB TO aI CJ5 = II n n II II TRUSS W/ 10d NAILS @ 6" O.C. II I n II a� CJ5 N N N N N N u (4" BFROM IEA. END'j N N N I I 6 I I 1 I I I I I I a eeae: a a® maa�m I m:ammm�l�mm® I I I a s aammae�xx®x aam�a�= xm�sx�ees��a�x>ms�x I I I aamx�x�a=®xx®�ax�x®xx I I I = ammsa a amine m : x :: x®a ,� x mix 222"z54" I ATTIC x axxa _ '�CES Lr x comma = I I I �2— a a=a_ = m,s "11 F !9< A13 i '15 —'K m I I 1 PREF T®ROOF m�. I a m I m: a I memos � m ®a m aas x xx®� axea = smee m mns m aem.mma�ma�mz>®�mme>s.me:�m� I I I m�x m®a��am�m�xmm� I I I ®x l x aas : I a >� m I aemme m mm�=®�xm�mm�m =maa I I I msm Kew = s x�p s a s4®m a �i JA _--1A m m®m 1 I PJ�y III FRAMING PLAN SCALE: 1/4" = l'-0" 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.00m AA #: 0003325 A II o c o usuf " de LOT- ABBOTT PARK LOT #15 BLK. #7 PROJECT# 04181.000-15071 MODM .: 4EBB "1828—CALI" GArtAGZ axtxc: LEFT PAGa: FRAMING PLAN 160 H EXP C 1 DA E, 5/05/21 ISCAXX: 1/4"=1'—O" I HE8 Lr s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND " OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3) 1. /(3)1. GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS / 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 6", 8" x V-a' MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1 a 1 b 1 c GIRDER CONNECTOR(S) SCALE 3/4"=1' 0 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE \ L PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR V2" 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. 4. .d . e �FLOORTRUSSCONNECTION L.B.W. E:3W'=l'-a' (NO UPLIFT) 10 NOTCH DEPTH 1/4'D HOLE EDGE >5/8" HOLE DIAMETER < 2/5'D SGL. STUD OUTER 113 OF SPAN ONLY ® i—HOLE EDGE>5/8" BTM. — PLATE AND BORING LIMITS 8 SCALE: 1 1/2'=V-U' HOLE DIAMETER < 3/5•D DBL. STUD ENGINEERED WOOD TRL 0:24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —. TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �­A{t) SIMPSON LGT&SDS2.5 GIRDER TIEDOWN WITH 14) J' x 5" TITEN HD TO CMU AND (12) SDS J' x 2 J' TO GIRDER 8{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 C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED WI (3)18tl (2) J' x 671TEN HD TO CMU AND (18) SDS J' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED ITO/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 022a(2ib)( F2c GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER L!pO.l'TT.'IR!E.Tl_� /8" AB. WITH BEDMENT & 181d x LS O ST., ECTLY a4 a • It • •:• '•.n. 5 GIRDER/WOOD POST CONNECTIONS SCALE: 3!4"=1'-0" 6-0" MAX (W/1X4) 12R 10'-0" MAX (W/2X4)) # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-a' lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED CHORD OF ID ROOF TRUSSES lx4 BTM. CHORD BRACING V-a' O/C —/ —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. %-� BTM. CHORD BRACING v SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5TRUSSES) 0'4" TO 30'-a' (1)'W' BRACE 30'4" TO 60'-0 (3) W' BRACE (1) "X" BRACE @ CENTER (2) 1C BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER—� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ, 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS scALE 34"=1'-a THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. ALTERNATE MATERIALS SCALE: WV=V-0" MAYI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407.774-6078 FAX 407-774-4078 www.abdesigngroup.00m AA If: 0003325 I 44 0 IQ SVHDIV. Ae LOT. ABBOTT PARK LOT #15 BLK. #7 PROJECT# 04181.000-15071 moDEL1 4EBB "1828—CALI" GARAOE SWING: LEFT PAGE: DETAILS 160 PH EXP. C (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 121 . E" TRUSS (DIAG. BRACE COVER 5 TRUSSES) 0'-0' TO 30'-0" (1) "X" BR 30'-l" TO 60'-0 (3) 1C BF 0) "X" BRACE @ CENTE (2) "X" BRACE DIVIDED FROM CENTER TO ENE 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYR TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIAfENGINEEREDWOOD NNECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16tl GALV. COMMON NAILS. 1V O/C, 1x2SECUREDW/10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12" O/C AL SECURED WI (2)12d's a MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=V-a' VTCR SPACING (1) AT EA ANn A,_n" n PRE-ENGINEERED VALLEY TRUSS CONNECTION G SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 44' O.C. (AT O �.�PRE-El WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) (M 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12tl's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J i O a i R� $ � ie svaaiv ae LOT: ABBOTT PARK LOT #15 BLK. #7 PROJECT# 04181.000-15071 1110DEL• 4EBB "1828—CALI" GARAGE BWING: LEFT PAGE: DETAILS 160 MPH EXP. C DATIL, 5/05/21 sCAL.E: 1/4"=1'-0" s1ESEET s3.1B GABLE -END ' 3F--' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 89.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93:80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (402O)j FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19137' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1Od RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM t00 RING SHANK, 212" 0.131 F1667 SCREW SHANK 170 000 RING PER 1ER RSRS-03 8tl RING SHANK 2 3/6' 0.113 SCREW SHANK INCH) INCH) RSRS-01 Sd RING SHANK, PNEUMATICRSRSOt 2 3/6' 0.113 F1667 SCREW -NAILS EXTERIOR SHEATHING USE 1/7' CDX OR W16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ad RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: iOd NAILS 0 4" O.C. ON EDGE AND 8" O.C. IN FIELD ZONE 2e, 2n, 2r. 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. .. TOP & BOTTOM EDGES ., a to RAF TER UH IRUSS ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'0 .C. IF NO DROPPED GABLE END, ATTACH 2K4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE rn zW Z0 C0 w C 1GO RING SHANK GUN NAILS ® O SEE "ROOF SHEATHING ATTACHMENT' = TABLE FOR FIELD SPACING , z0 0: 8 #8 7' DECK SCREWS 0 6'A" O.C. MAX 0 EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33fC33M MAXIMUM AGGREGATE SIZE SHALL BE VC. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER WOOD, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2020, 7th EDITION EDGES OF CONCRETE ARE TO BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDEEMBRA. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FE = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONSPRESSURE DRAWINGS. SEAMS LAPPED 61NCHESANDSEALED WITHRRER ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SCUD BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYp 42. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED S-O' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALEDEALEDBY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O N HE CONTRACTOR AND SUBCONTRACTOR SMALL VERIFY ALL DIMENSIONS PRIOR D NOT SCARE DRAWINGS. T CO REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM AND MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM GRADE 401E CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 6IA446 , G A E A, A A MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DEFORMED GRADE BORN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pal TOP CHORD -nonaoncu2rent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - SB" WOOD TRUSSES. 10 psf BTM CHORD -npn.,roncu t #5 BAR - 30' #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36-x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88:1990, 15 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf wl ND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 p f BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 P9f WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY IN INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOW, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) OO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOPsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30ps1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40P0 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), A9 PUBLISHED By CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SWILL COMPLY WITH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WALL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN S ALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING SY THE ARCHITECT. CPECIFIC CURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psl, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 31V THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 381Lsi FOR ANGLES PLATES AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE S F = 48 I STRUCTURAL PIP SHALL ASTM 531A53M GRADE B TYPE E OR S f = y E A y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE D I 35 W. TUBE AND PIPE COLUMNS SHALL BECONCRETE-FILLED IN THE SHOP. S 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMITPROPOSED M%DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRKX3T0 OTHER BOLTS SHALL HWASHERSUNDEHOD. TURNED ELEMENT. BOLTS ACCORD STM 25CEWIMB CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'd- PRIORTO THE ADDITION OF PLASTICIZER IN HETURNLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94CMOR MEASURING, MMNG, TRANSPORTING. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.) -BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSRED IN ITS FINAL POSTON SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER' 1-1R'FOR 05 AND SMALLER 7 FOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-117 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION MZE TYPE SPACIND REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2PTGURRINV TO MASCNRT ICONC CASE HARDENFDCOIL NAIII IY!'LONO. g,� OARAOEDOCABUCI( TO MASONRYXDNC. '.. A NO WASHER APCON MAeONRY FASTENER S„ II EMBED,4•ENO Iin"EGGEgST —AL. EXT. OOORB HARDENED COIL Y'OIC —DO-1FASTE GARAGE DOCK BUCK YB'dA. OR 12"gA IXPMISION BOLT 1B°Q'C(3IB'OIA) "EMBED.,4'ENDD11 1 . SEE NOTES.-0-0 S INTO MASONRY,CIX�C. TO MASONRY,WNC. 24• CK(1—A) E 3„DOE qBT. WINDOW BUCK CASE HAROENEDCdL 9„OC WINDONADOORIFPHTENm METAL STRAY To CONTACT THIS ENGINEER FOR SPACING I. m, -El NPILf 1?LONG. srAGCERm INrD MAsormYA;arc. MASONRr IcoND REQUIREMENTS E%T. SWING DOOR M31IB91A IAFO(N! 1S°QC It/Y EMBED. S'EFD. NON-BEAIdNo wooD 1lY' EXPMISION rEMem.4'E.- SUCKhPi,BEENOTE6 NO W/19MHt FASTNER gBT..iiIT EDGE qBi. WALL TO CONG.9LPB WASHER _T., 3'EO(3E qST, 2v PT WINDOW BUq( 0.136° PAF x 21IB• S'OIC 4• END qBT. 1 f? PT TO 6TEEL COL., SEE 9TAOOEREO EOf3E NOTES W/ WASHER GIST. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL $HALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. ►Y 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774.6078 FAX: 407-774.4078 www.abdealgngroup.Qom AA S: 0003326 y rr 4 O i�l KsKo a 6t 6i y LL' aUDDIM ac LOT: ABBOTT PARK LOT #15 BLK. #7 PROJECT 04181.006-15071 1[ODEIa 4EBB "1828-CALI" GARAGE 8WU4G: LEFT PAGE: DETAILS 160 MPH EXP. C 2021 (SCALE: 1/4"=1'-0" SKEET SN1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 1O HEM AND IN VALLEYS 11 STAPLES INSTALLED @--r 12" O.C. MAX (INTO ® FASCIA J-CHANNEL® O GOD) IN J-CHANNEL �" MAX.„ 11rTA ll A 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 2X2 WOOD BATTEN @ STAPLES INSTALLED Q7 `THRU SOFFIT AND /J-CHANNEL AT NAIL HEM AND IN VALLEYS #BX3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX. --DI Ia-- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT—` Q3 J-CHANNEL i.D r%r-T A 11 r TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L SEE DETAIL'A'— SOFFITS 1 SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING / TRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN HANNELQ3 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 Q SOFFIT INSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT ®.. FASTENER SPACED 24" Ug MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTEA ) TRUSSMOISPRAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.eom AA #: 0003325 r g�3ir=� Qq Q m� o a sUBDIV. & M1 ABBOTT PARK LOT #15 BLK. #7 PROJECT* 04181.000-15071 MODEL 4EBB "1828—CALI" GARAGE 9TrU4G: LEFT PAGE: SOFFIT DETAILS %160 MPH QV, C 1 sHEMT SDI 6 vzl wo