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HomeMy WebLinkAbout38416 Sonnet Landing Ave99 150400EA ALLEX99 HOMES 12602 TELECOM EDF31VE, TAMPA, FL 33637 1 Tel: (813) 740-9720 Fax: (813) 740-9715 - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS � -��G�G � pEMp•+A� �wi ABV. ABOVE LAV. LAVATORY DATs DESCRU nGN TH E�ff= (2M) -ALL In= m SWE tADEB A/C A°T. AIRCONDITIONING ADDJUSTATE LUM. MFR. LUMINOUS MANUFACTURER CABINET �G/�Ag CONSTRIJGTION DOCUMENTS IS& D ARCHITECTURAL SHEET DESCRIPTION ��� �� MAINTENANCE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL., GROUP R3 -CONSTRUCTION TYPE - VB -MN. IgTgglpg pgllSg _ g 'BASIC ■HiD SPEED -volt=160 MPH Vasd=124 MPH -E�� - C .I -STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES AMP. BD. CL CAB. CLG. cLR CONC. CPT. C.T. D. DBL. D.G. AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DIAMEGELR D MIN. M.T. MID. MTL. N.T.S. o.c. PL PB. PH. PLT. PLYWD. PRT. MIND" METAL THRESHOLD MOUNTED ME AL TO EN SCALE ON oNCENren PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PRESSURE TREATED PG CS —COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN OVAM REvISED LNTEL SIZE • ENTRY M12M ADDED LED LIGHTS TO KJTCFEN 8 BATNRO" PER MARK BODES IOAS/19 ADDED i9OT)LAYOUT IOA9/9 ADDED, �L W-V CEILING.FEIGITf mvOv2® REPLa,CE CONNECTORb nuTWa SMFGsort ca+EcroRs m4A3�m OPT. B'•O• CL& W.T.- REVISE ARG4LL4Y W E&n VVMI 20ZOFBCWDATE DIM. DIMENSION R. RISER PG Ml—MECHANICAL PLAN DISP. DR. Ds. DTL. DISPOSAL DEEP DOWNSPOUT DETAIL RAD. REF RM. R.O. RADIUS REFRIGERATOR AIRGRILL ROOM ROUGH OPENING PG Dl —DETAILS PG D2—DETAILS STATE OF FLORIDA �.n G SR•�• CAL S PROFESSIONAL ARCHITECT: D.W. EA. DISHWASHER EACH S.C. SD SOLID CORE EXTDR SMOKE SMOKE DETECTOR PG D3—PRODUCT APPROVAL ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD.'E LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 GAIRALIVNG 1504 SQ FT. 390 9Q FT. ENTRY 31 SQ FT. LANAI 86 Sa FT E V. FAIL EATTH EXT. FGAFX. F.G. FIN. FL R FLUOR FP DR FIG. GA. GAR. DISP. EL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL SHT. SHWR. SH SIM. SG SL. GL. SID. SWS TEMP. INK. T.O.C. SHEET HUNG SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOPOFCURB PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 TOTAL 2011 Sa FT. GF.I. GL. GYP. BD. GROUND -FAULT CIRCUIT GLASS INTERRUPTER GLASS GYPSUM BOARD T.O.P. T.OS. TYP. U.N.O. TOP OF PLATE TOP OF AB TYPICAL UNLESS NOTED STRUCTURAL SHEET DESCRIPTION H.B. H.C. Iron IPISULRHT INT. HOSE BIB HOLLOW CORE HEADER INS INSULATION INTERIOR V.P. W. wo. wDi1W W.I. OTHERWISE VAPORPROOF WASHER WITH D WATDO ERRHItEATE WROUGHT IRON PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.iB—DETAILS PG S1.2—DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER E BUILDER ASSUMES ALL LLABELM FOR THE INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S1.2A—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETADING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.lA—DETAILS 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 S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN CLARIFICATION. PG S3.lA—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.1B—DETAILS RFI•9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SNl—DETAILS RESPONSWUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BOEEN GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-774-4078 wwwsbdes=gngrouP.com AA k: 0003325 b 4n Iu f C svDrV ac LOT ABBOTT PARK LOT #2 BLK. #11 PsIROJWT/t 04181.000-02111 MODEL- 3EAB "1504- ALLEXG' GARAGE SVfMG: LEFT PAGE: COVER SHEET 160 MPH E . C EB DRINT A1/25/21 scAm 1/4"=1'—O" Sit EET CS GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE LINDER 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 R301.2.12. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. STE 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 B' LAYERS AND COMPACT TO 951/oMAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRICTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUN MG 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 FSISIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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 ASTML1063 -19a AND R703.7. 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 CELMGS 1. EXTERIOR CEILING TO BE 112' 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 IN TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10120 (RM) .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 W V w a b 0 14 �.__LLJ SXMDIV. to LOT: ABBOTT PARK LOT #2 BLK. #11 PRJJ OECT#L 04181.000-02111 MODEIs 3EAB "1504- AUDC GARAGE STrWO: LEFT 1 PAGE: GENERAL NOTES 160 MPH EX2. C ES 0 as NO DATE 1/25/21 SCALE: 1/4"=1'-0" B*MET GN 3052-SH (2) 3052-AW v --- — .3.614 -- -- U� 0 9 vP M PANTRY n m I i j FOYER c a aYGj 1 I ti' I DMIG ROOM I I ? I W-01 CIA I o - �----^ 9 11,_8. I ,it S•'4' 2.-4' A 3'_8' 2'-10' S'6' 2'-8' I 3-_8' 3'-8' 0 I ^ 9 I v LAUN. i 47Ppi i e v e I I I 9'w CLG I �S46u i M m m LANAI IW-V CL& j (m LWMR00M I �`.: ou1 W-V CLG• x`. •. v 2-8CLrL ioPT. q I is oPr. 9 I I V_ff MT 20 MIN I • I m I 11 II I ? UN. � m I I m 2'-4' � iq �.BOLLARD ---------1 22 v R�Eb20 I 1' 0 BATM AS REa I a �. W.1.0 o --- O — J HALL j . M —O — U ,n PER SLOG. co 1 6'•O CLG 2- CODE m 2'-4 W-4' I 2-8 1 GARAGE e 9 fir ml 0 v v 9 m ISiV I Lim® 3-ow A A �7 ti� LAV. LAV. BATH#1 yW BEDROOOMM 3 aH i0 j CLG 8' m' CL v I I o i2 36'x60•� SHUIR BPDROOM#2 LBEDROOM#1 :_: a IR !Y I m 1 a © PAN EGRESS I I I (EGRESS FLOOR PLAN SCALE: 1/4 " I•-0' -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. HB SQ.Ff. CALC. S LIVING 1504 Sa FT. GARAGE 3w SQ FT. ENTRY 31 SQ FT. LANAI 86 SQ FT. TOTAL 2011 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-C' BLOCK WALL UNO ON PLANS BRG. HST. VARIES 4' INTERIOR LOAD BRG. WALL UND. ON PLANS 4' INTERIOR NON LOAD MRG. WALL UALO. ON PLANS -ALL INTERIOR DOORS TO BE &'-8' -ALL EXTERIOR DOORS TO BE 8'-0' UNLESS NOTED OTHERWISE Cd!'dBR AID QADCIriSD tAl3JB OWMDSFOAIEFOR311 MMOM 1D E ENE IMWWUV VA IEIIANIB MIN. WINDOW IV 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 OR MM. CRITERIA SIsD. Mitt 41 5 34/-43 CRITERIA 16010 OHD. 112 T 5 31/-38 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIROL DATE C TOP PLATE 9 in BAR DETAIL A SCALE: I!2'.P_®• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.eom L AA N: 0003325 m L 14 o grq 6 � 4 k' pp 6 q I�ILL�� 333 $ j r � g® 3 ILi StMDXV. a. T PA ABBOTT PARK LOT #2 BLK. #11 PLO ROJECT(/ 04181.000-02111 MODEL: 3EAB "1504- ALLEX" GARAGE 8VfWC;: LEFT PAGE: FLOOR PLAN 160 MPH E C FES Dw� 1/25/21 SCALE: 1/4"=1'-O" SHEET Al AREAOFATTIC 2232 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/3DO REQUIRED VENTILATION AREA = 2232 /3W = 7.44 = 1071.36 54. IN. MN. REQUIREDVEI'MATION IN UPPER = Sx 1M-% PORTION OF ATTIC •/-15'-IO' BLDG. HGT., -_----------- r— FYPON BRACKET 53s.�SO, IN. 4' FRIEZE BAND BKnD I l OR ECUNALENT (RALANCE TO RE PROVIDED (TYPa IN SOFFIT OR SAVE VENTS) SNAKE BIDING AS 12 SPECIFIED (TYPJ 6� SHINGLE ROOF 1Y � OFF RIDGE VENT 6� OFF RIDGE VENTILATION AREA 115 SO, IN. FERVENT b' TRIM B ��\�\\ 4B' D 18ED TOTALROF VENTS REQUIRED TALAOF VENTS PROVIDED = 4.65809 5 T�-) RAISED 6'MAIO \ \ A /� I SED / BANDTYPJ m.bq. — — FRONT S'-0' BRCS. HGT.io _ 1'-E O'-0' FIN. FLR, _ II 6 OFF RIDGE VENT OFF RIDGE VENT - — - — - — - — - — - — - — - — - — '�------------------ LEFT ELEVATION SCALE= 1/4 . I'-0' TEXTURED FINISH W-0' MPEG. W.T. I jI— I I I I I I I I I I 0'-0'FfN. FLReo - -_-_- m r. OFF RIDGE VENT 0'-0' FIN. FLR OFF RIDGE VENT IML REAR ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH FIE-11 F-1 m ------------------ --------------------------- RIGHT ELEVATION SCALE. 114 " P-0' TEXTURED FINISH 1I I I'-0, i I I 1 I I I I I I I I B'-0' BRG. HGT. o 0'-0' FIN. FLR B'-0' BRG. HGT. BRG. HGT. •►0'�_ � I I I � aD �\ 1,-4' LOUVER DETAIL A BCALE: V2 " P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX, 407-7744078 wwwAbdesigngroup.wm L AA #: 0003325 J Y Z h Y all Z O b Q h X � aUDDIV. S& LOT, ABBOTT PARK LOT #2 BLK. #11RO PROJECT/1 04181.000-02111 MODEL: 3EAB "1504- ALLEX" GARAGE 87IING: LEFT PAGE: ELEVATIONS „Drr 16 PH E C I FES ->6A -_.I. DATE: 1/25/21 SCALE: 1/4"=1'—O" SHEET A2 D aSE ELECTRICAL LEGEND SYMEIOL DEFINITION NOTES —e MV OUTLET 20 AMP SNOLE POLE IIOV OUTLET IIW OIIrtET E1W T oSWITCH TO 4)GR BW OUTLET NIERPIER(TAPIPM RWSTAM TTPD 2w OUTLET (4) uBE CONMOTI01 W�1TXCRATEaRDGP Oun.ET 4VROODFAU.T NTERRrTEe SVATCM SVATCM !-WAY OPlR $4 SVATCN 4-SLAY OP'ER I� W4L NtlU[i® �f LMYR CEILINS LIGA44T © LED CLG LIGHT ©Vp LED VAPOR PICm Low O YP VAPOR PROOF LIOR OIIGeSOW CJN vlNT. PAN 1 pal PER Mi A. VEif. PAN aIL161R 1 OIti PBR S6 Pi. VANITY PU[IIRE Teo nPB:e BY ® IIR4J• ARGkD AROUND • ``T 7•BLLD CRAP AIRGIW lSIIlAGE PNTJ � r [t)4d1®ecaMr 4- PLUCONEcma R D R 1 c0 c 4- TRACK LOW PANEL own PETER O SD. woo DETECTOR �� v IYJII� r�T Iw I CALL NOMRED SMOKE DEICCTGR WATT eAMUE- E(EE ® S/Co 1Q °"0n soEECTCe spun OOPO° WATT. Werx4rr uv NP tC'S" MIA1 BE A DRTANLi OF NOT Lose THm 4' ram JEA— PEDANT LENT Il\ NATURAL GAS ► TE.FHOTiii JACK IN TER NEATER 0 1t ELJDIAU �CIt •1Q AK cold oBocwEcr rO M AMU GM I" sHm I� TESASION JACK PWeGxWBONPGRBE CEL1S PA WOWAIL7.1. WENTM STRIP nnnonnn 2•' W LW TPW- MT STwr 4W NCJPDEGONT LOW STRIP FLOOD LkMR ,l apt. macumr '[ 1 EY1 • Pa PIT14-eR7014 I=own VAB RT PO • LOCATION OF TV JAOO! 4 PHONE OUTLETS 4 FANS TO BE VEM9m . MOFEOINSR PISE•CONtlTR.ClICN PIEETM'L • ALL ■ 4 20 A4• BRANCH ORCUTS TO BE AMC MALT PROIKTm AEI! E.BBc71Nc.4L PROVISIONS OF mm rR ®RId I"E 4 MBC 210a 2aM mRlsi • 20 APP DEDCATm LAU4DRT CRRGIT. • dN . BLAND (NOT ON WTCHEN CIRCUIT) • Ow"mo ER DOODO CT TO x LOCKOUT N PANEL • BATRAMM E)GIA48T PAN TO NAVE PON. CAPACITY OF So Cl" NTEIVI I®CT PER ELECTRICAL PROVISIONS OF SECTION M8013 mC�-jm.@I I • LAU4DRT ROOM RECEPTACLE MALL BE ORCUND PAILT O RCIT-NTERBPIFR PROTECTION FOR PERSONNEL ON IEmERS • ERNG MTWM SMALL BE NON PETALLM CABLE PER ELECTRICAL PROVISIONS OF PBGAR TTM m (28202 • ALL a101EC To COMPLY WTM E.ECIMIAL P"I"GIONG OP T4E PEGM-llM m [20701 • ALL LAI'.M SHALL WE ••• .r...�. WY BNLDER AW IRS OF usdam EN 150 AMP ELECTRICAL RISER NOT TO !GALE GENERAL NOTE& A ELECTRICAL PTATEINALS AND INSTALLATIONS SMALL COI'IPLY VAIN ELECTRICAL PROVISIONS OF THE ASCIR 1141 mIT10N [2020) LOCAL CODES. AND ALL LOCAL POUTER COP'PANY IIE(iMa=rlomm S ALL CONDUCTORS SMALL BE TYPE TNN4/TMIN UNLESS NOTED OTNERILISE. PROVIDE 00 AMP, DO/240 VOLT, 1 PNASE SECONDARI: ELECTRICAL SERVICEL, PROVIDE S •I COPPER (CU) N 1-1,42" DIA SCLEDULE SO PVC CONDUIT ORR PROVIDE 3 R/0 ALIf7NJ4 (AL) IN2" DIA SCNEOULE SO PVC CONDUIT UNLESS SERVICE S PROVIDED BY THE ELECTRIC OMPANY. COORDINATE VATM 71E ELECTING C'A' PANY PRIOR TO BID. I L L i I I LED LIGHTING C� DOUBLE LAV. BATH M PROVIDE MAD GUI, TI4NI .1% CU N V OONDUIT OR S 410 AL. TNLN . IW CU N 2' OM OUT OR 2/0 AL SER (CONDUIT TO TERPUNATB ABOVE EQFIT . OVEPSIANG.) coPTBNAT1oN mwCE Bo A P DISCCN ECT EWTCN AND g0!)40 VL7LT ELECTRIC PETER IN MN 1 P1L0 NEMA 3R ENIXOSURE PANEL BOA/!P N'Ics TELEPMGNE SERVICE CABLE TELEVISION ammamC! SEIIVCE B4iRA1ZE mmurt'BR EOAPY@R NTERSYSTIM BONDIYs TERMINAL AT LOW VOLTAGE COMECTIONS 1 µ CU SERVICE GROUND CON BCTED TO CONCRETE 104CASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF RE FBCR TTN mnDN 12020t SAS" DW X S FT LONG COPPER CLAD GROUND ROD / I 13P-3- / LED LIGHTING SINGLE LAV. BATH 4 - - - -Sri - PANTRY LANAI =@ OUTLET FOR I / DISWllAS4ER 1 lYlul{Sl\ CEILING I - I CEILG MID. I ��' F' I lip-L I LHT TO BE GLO LG FAN FAN KT INSTALLED, 1 I, i PROVIDE J-BOX FOR OPT. FAN I , I g -,I (ro _ VqpO / S.D. WLC L L� GI O_ CFI-� GFI BDOOM#1 MO�TFR� ICRO SD� BEDROOMM F'RE-WIRED � CLG FAN��' ,\, 7'T' I FINE -WIRED _ I CLG FAN � PANEL: A PANEL: 42 crl breaker VOLTAGE: 120 1240 V -1 Ph MINI: 150 Arty M.LO. FEEDER: 3- #2/0 Cu TFMVN s 1- #6 Cu (G) in 7' C. OR 3 #NO AL TWIN S 1- 06 Cu (G) in T C. PWA Bk waa. Ciao chr" w.In a.4r Ilr, 1!tr Pea we. 1 20 91.1 a 1500 1 2 8000 Range 5D 2 S 1 20 Merow.aIH1 law 3 4 1 20 9reP Appl— 15005 6 450D W.1r /le.lrr 25 2 %10 1 20 Ism 7 8 E 1 20 I FG ism 9 10 12W OR 20 1 #12 1 20 B4n(n Rre 12DD 11 12 15DO Dfs-0. GFI 20 1 %12 1 15 /H. 900 13 14 5wo Dryw w 2 mo 1 15 Cap Roan / Din. I L-m AFq wo 15 16 1 15 IOtMmU ! / AFq 900 17 18 Iwo WasWGFl 20 1 412 414 1 15 BW 021 AFq . 19 20 1000 Door GR 20 1 M2 %i4 1 15 BW 40 / Seal %2 AFd 90D 21 22 1200 I Etwir Lis & Rwwts. AFCI 20 1 012 23 24 1 9w BW%1/SOY AFCI 15 1 a14 25 25 900 BW M/ W.I.C. AFC1 15 1 %14 27 28 29 30 31 32 a 33 34 e 35 38 37 38 06 2 60 A/C AHit N. l0lKVA8t6S% gem 39 41 40 42 4400 N.C. ANC C. I., 40 1 aB L-d Wdr f. Wc.I.AW s/I- 231W 3010D LaW b Tact cekO.IanS/ Dena" Factor Calculations: ABBREVIATIONS: APCP. ARC FAULTCIRCUTINIERRUPTER NQ NON-001 CIDENT LOAD GFI: (RO"FAIATINIERRUPIER Tuallmd lod adfa� 53500 Fird lOODD-b * 100% 10000 Ramrinln 1MMN 40% 174W 10%fwfft 1016fr iiee VAN 1710 LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD TOW CruroelW LOW WWs 29140 Taal N.N/240aO1n) 121.4 i General LJqhUnq S Rica tack TcW AC —Fan Gr1rdUS&ROC3W/Sq.FL I+NYs 19 at 65W1 at 1009I (. -W Gmard Us a Rx Prue A Load Ckts# 10 575 15 451 12 574 Total Waft 5747 1. � IIi •I 1 • ELECTRICAL PLAN SCALE: V4 . I'-O' I' DOOR ` \ `\ I I I GARAGE 1 y I I I KEYLESS IWALL MOUNTED FIXTURE Illll-LIGLIT W/SWITCH IN - J ATTIC Impi"TION OUTLET a 48' AFF. LA METER FIELD HB VERIFY LOC. I i V OPT. COACH LIGHT 11441 Ni RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA At: 0003325 F4 io V 9L71191DIV. S. LOT: ABBOTT PARK LOT #2 BLK. #11 P120JECT* 04181.000-02111 MODAL: 3EAB "1504- ALLEXr' GARAGE SVWG: LEFT PAGE: ELECTRICAL PLAN 160 MPH FA C LF J442 AAR N0 9: DRA - 1/25/21 SCALE: 1/4"=1'-0" SHEET E1 I I I I I I I I I I I l'-10' cp ---- 2'-T 2'-9'-- I I I III • ---- - ;� I I I II I I • ® WC. I II 11 I I --- I 0 0 -- I I I I I I I I I I I I L - J 41'-10' 36'xb0' SHM r I I I GOND PAN ILI H5 VTR 4'-4' 4'7'-10' WC PLUMBING PLAN SCALE. 1/4 . I'-V LAY 2' 3' 3' KITCHEN SINK W/ AAv VTR, 2' 3' LAY 3' 3' WC VTR TUB i_V2' 3• CO 3' WASHER 3' TO _ MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA#: 0003325 J Y q a �q� � a H O 2 SUBDIV. !t LoTil ABBOTT PARK LOT #2 BLK. #11 PROJECT# 04181.000-02111 MODEL: 3EAB "1504— AUDC GARAGE 8111MG: LEFT PAGE: PLUMBING PLAN 16 PH W. C PRINT 1/25/21 DATE: SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2O2O) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IV CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SWALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL - OR OTHER MATERIALS AS PER FBC 1TH EDITION (2O2O) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MEC 4ANCAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SNOIIERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS &!ALL HAVE AN APPROVED FIRE OR FIREMMOKE 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 ITF4 EDITION (2020) MECHANICAL CODE SECTION 6O1. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPED. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FWy FLOOR BRONZE FL. PL. OR WALL z7-,'r C-VwOU � FITTING OR OR EXTENSION TO SOIL OR WASTE AS REQUIRED ///--- WADE 8240-K JOSAM 560M INSIDE / SERIES NICKEL BRASS TOP CAULK / P.VjC OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN COWTERSJW CA. PLUG SEE SPEC. r-e•xe• coNc. FINGRADE OR PAVING FITTING OR O EXTENSION TO SOIL OR WASTE AS REWIRED vEXT. GROUND CLEAN -OUT (TYP LEGEND ® SUPPLY AIR DIFRJSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL ATTIC AIR SUPPLY --I y AIR HANDLER EVAP. TRAY PLATFORM TE ALL WVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCOINB WIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) REPIWIERANT LINES f8X1 1/4• SHT. MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB R REPRKeERANT LINES TO RETURNVIN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLOC. CODE SECTION W12A HVAC DRAINS MECHANICAL PLAN SCALE: 1/4 " I'-0' NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 y re o B m 9g 0 R !;44 SUHDIV. & LOT: ABBOTT PARK LOT #2 BLK. #11 PinomcT/1 04181.000-02111 MODEIA 3EAB "1504- ALLEX" GARAGE OWING: LEFT PAGE: MECHANICAL PLAN 1.4APH EXP. C F DATE: 1/25/21 SCALE: 1/4"=l'-O" SHEET M1 g_gg_� 2X4 TOP PLATE PLAN T' PRE -FAD TRUSS _ 1/2'cLr: BOARD V2' DRYWALL V l a SECURE BT. 2X4 WOOD PLATE TO GLAD STUDS *24' W1 10d MASONRY or_ NAIL • 32' O.G. MAX \ I Ir STUDS IN PARTITIONS SUPPORTING WALL W-ra PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MOIRE THAN I6' OZ. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. FLR T (�1TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'-1*-& FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR E05.11 ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1'-O' TYR ON. In, THICK, 2 COAT PORTLAND-1--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT w/ (I)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS ?A_ PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' FOR IR HKaH 05Z GYPSUM BOARD STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION ---R-4.I INSULATION L WINDOW ATTACI-I9ENT AS PER MANFACTURES r— SPECIFICATIONS � r REFERENCE STRUCTURAL Ix2 P.T. F IMtING— STRIPS • 24' Or— &' CMU 1/2' GYP. ILL. BD. -WOOD BASE FIBERGLASS 814NGI.ES WITH UNDER-AYMENT AS PER FBCR W5)J. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 06 0'-0' FN. FLR •a n ti W/ WINDOW OPENING B TYP. WALL SECTION OPGNNOTE: PER SECTION FBCR W5.1.1 - FOR TO LESS 4 1—STORY HIP BLOCK WALL 4:1�2, A (2)) SLOLAYERS 2:2HAN UNDERLA TYMENT D1 SCALE: 3/4•.I'-o' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 wow WA Fae su ua 2B GAS LINE THRU BIDCK su:a, vr — VJ- TW= 7 COAT � v a•u /E! 01119m / ,-67:NC71R.a1.Role vwecTUr To posomwair P.T. so u. Rim APFIWVAL —VIRT ,'u TRAC Rax `oveaeao caae �. MAW r ar Onmro FtA—MlD T-� DE 1lOR1 s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' FIBERGLASS 814INGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) I2d NAILS AS PER FBCR SMJJ. AS PER FBCR 905.1.1 • EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER TWICOIESS AS PER PER STRUCTURAL DETAILS &FEET SNL SWEET SNL SECURED PER SEQARED PER FASTENER SCHEDULE FASTENER SCHEDULE 8TIFF5ACK AT ALL UPRIGHTS MTL- DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MA>—PRE-ENG WD. TRUSS 9Ax 2x FASCIA PER ELEVATIONS O ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING STRUCTURAL 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL &FEATHING SWEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNL SECURE PER ON E 8N1 PER ELEVATION FASTENER SCFEDULE PRE -ENS. GABLE TRUSS 5/8' GYPSUM BOARD OR U2' ON SHEET SNL WIG14 STRENGTH OLG. BOARD PRE-ENG, GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL- DETAILS 2x P.T. BECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE _ STRUCTURAL bt2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE a, cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-01 FIN. FLR S' CMU a- a 4. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING �11—STORY GABLE BLOCK WALL D1 SCALE= 3/4'-1'-& 1 N. RONALD REAGAN Bt LONGWOOD, FL 3275D PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a .epy- b r o StmDly. Me LOT. ABBOTT PARK LOT #2 BLK. #11 PROJECTFp 04181.000-02111 MODEL: 3EAB 1504— ALLEX" GARAGE 811I G: LEFT PAGE DETAILS 160 MPH EXP. C Daly 2X6 P.T.. CENTER OF DOOR HEADER SECURED UV (1) 1/2' X a' J-DOLT IV 4' MN. 1018MOFENT W/ 2' X 2' X Va' WASHER 4 NUT OR UV (2) VY X a' AN014OR BOLTS WV 2• X 2' X Va• Ul4lI . NUf B e SECURE 2.4 ON RAT TO NA 110 UV MASONRY HAW S. 7X6 GARAGE DOOR SECURED SUCK IJ IV (W L17 X a' J-BOLT OR ANCHOR BOLTS. Wf 4' M R EMBEDMENT. WV 2' E X 2• X W WASHER 4 NUT. (U WITHIN a' OF TOP. (V WTNN S' OF THE DTM (3) EVENLY SPACED. 9 1,7 0 �.l NOTES, ALL ANCIOIM SMALL BE N ACCORDANCE TO MMLPACT RER* INSTALLATION INSTRUCTIONS UIEFE 91Y1! N6TCIIGTaf4A a Mai@ a - GARAGE DOOR BUCK ATTACHMENT D2 4 W.r.4r a• C U V2• DRYWALL IX4 P.T. OR 5/4'X4• MK SECURE THR U FRAME 4 ❑ I•X4• EMEND I-V4' INTO P.T. NAILER BLOCK IUf 3AW TAPCONS DOOR CASING MN SHRANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I-V4' WITHIN 8. OF EACH END DOOR JAMB OR WIDOW 4 18' OG. MAX SPACING ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" o 11IND01► TO BLOCK +3/4" OR +5/4" 2X4. LID SECURE TO BLOCK UV 3/16' TAPCONS MK GRAM SIZE J45 MK HEAD SIZE 3" MN E BEDMENT 1 V4') UT14 N 8. OF EACH END 4 I8' Ot. MAX SPACING 2X6. SECURE TO BLOCK WK2) 3A6' TAPCONS MN SHANK SIZE A& MN HEAD SIZE 300 MK EMBEDMENT 1 1/4•) WITHIN a' OF EACH END 4 W OL, MAX SPACING. V2• DRYWALL 2XS. am ElMX4' SECURE TO BLOCK P.T. NAILER WV(2) 3116' TAPOONS MK SHANK SIZE .wl5 DOOR CASING MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') WITHIN a' OP EACH END 4 la• Ol:. MAX E"'�' DOOR JAMB OR UaDOW ATTACH TO 2X PER MAMPACTUUES DETAILS, NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 1/2" /;111LNDOA TO BLOCK +1 1/2" 2X4, m SECURE TO BLOCK SV 3AW TAPCONS (MN SWAM SIZE 346 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN a' OF EACH END 4 W O.C. MAX SPACNfi 2X6, SECURE TO BLOCK WK2) 3/16• TAPCOW MN SHANK. SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 V41) WITHIN a• OF EACH END a' cm 4 E' O.C. nAx SPACING. V2' DRYWALL 2XS, CM SECURE TO BLOCK ❑ W1(2) 3/16' TAPCONS P.T. NAILER (MN BLANK SIZE J45 1AV ObD. X 4' MK MK MEAD SIZE 300 MN EMBEDMENT 1 V4•) DOOR CASING WITHIN a' OF EACH END 4 18' O.G MAX SPACING DOOR JAM15 OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SW'I AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 15/18" L�DOw TO BLACK +1 15/18" 2X4, WE SECURE TO BLOCK W/ 3/16' TAI CONS (MK GWA K SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 W Or- MAX SPACING. NOTE, BTRJGTIRAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TMIOUG14 HOW -STRIGTIIRAL WK2) 3M.' TAPGOW 3/16' TAPCON MK 1.1/4' (MK SHNK SIZE J45 EMBEDMENT NT INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT 1 1/4•) WITHIN a• OF EACH END a' CMu 4 WOG. MAX SPACING ® VS• DRYWALL2Xa. ❑ SEGUE TO BLOCK UIK2) 3/16• TAPCONS P.T. P.T. NAILER (MK SHANK SIZE J48 DOOR CASING MN. HEAD SIZE 300 MK EMBEDMENT 11,149 WITHIN a' OF EACH END 4 W Or- MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" @NND�OL► TO BLACK +2 1/4" 2X4. Will 2X4, SECURE TO BLOCK SEGUE TO BLOCK WV W13/16' TAPCONS MN V4' TAPCONS, MK SWAM SIZE 145 MN SWAM SIZE J45 MN HEAD SIZE 300 HEAD SIZE 300 MK EMBEDMENT 1 V4') MN EMBEDMENT I V4') WITHIN a' OF EACH WITHIN8 OF EACH El'D 4 W orMAX END 4 W OG MAX SPACING SPACING. 2X6, ® DW SEGUE TO BLOCK SECURE TO BLOCK WVT2) 3K' TAPO" WK2) I/4' TAPCON5 MK MN GNAW SIZE 145 K N SHANK, SIZE J45 M MN HEAD SIZE 300 HEAD SIZE 300 MN MN EMBEDMENT 1 V4') EMBEDMENT 1 V4') WITHIN a' OF EACH END a' cm WITHIN a' OF EACH END la' O.C. MAX SPACING. 4 Ia' O.C. MAX SPACING S, CM RE V2' DRYWALL 2Xa, ® ❑ i!U• DRYWALL SECURE f0 BLOCK BEGiIR1E TO BLOCK I'X4• WK2) 3/16' TAPO" P.T. NAILER WK2) V4' TAPCONS P.T. NAILER MN SHANK SIZE JO DOOR CASNrs MN SHWK SIZE J45 MN HEAD SIZE 300 MN HEAD SIZE 300 TAD' O$D, X 4' MK MN EMBEDMENT 1 V4•) MK EMBEDMENT NT 1 1/49 IIIIR4N M OF EACH ED WITHIN a' OF EACH END DOOR CASIG 4 W Or— MAX 4 b• OL. MAX SPACING DOOR JAMB OR WINDOW SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MNNFAGTURES DETAILS. MANFACiURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3" ®rrr w 4U Arn/'R +A" 2X4. SECURE TO BLOCK W/ 3/V TAPCONS MK SHANK. SIZE J45 MK HEAD LAZE 300 MK EMBEDMENT 1 1/4•) WITHIN 8' OF EAC44 END 4 10' O.C. MAX SPACING* NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNROWN4 NON-STRUCTURAL W10) 3AW TAPIC NS 3K' TAPCON MK 1-1/4' MK SHANK SIZE J48 EMBEDMENT INTO BLOCK MK HEAD SIZE 3" MK EMBEDMENT 1 1141) D' cmWITHIN a' OF EAC14 END 4 IS• OG. MAX SPACING V2• DRYU14LL 2Xa, 1= ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS CASING (MK SHAME SIZE J45 DOOR MK HEAD SIZE 3 EMBEDMENT00 MK EMBEDMENT 1 V4•) WITHIN a• OF EACH END 4 WO.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') TINE 2X SECURE TO STRUCTURAL MEMBER UV(2Md WITHIN a' OF EACH END 4 6' TO a' 01C. MAX DOOR JAMB OR WINDOW ATTACI4 TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" om w TD RrnCK +R" NOTE: SHIM A& NEEDED TO PLUMB JAMB (DO HOT EXCEED VW) DOOR JAMB TO BLACK +3 7/16" /� TO BLACK +3 7/18" 2X4, SED141E TO BLOCK WV V4' TAPCONS MK SHANK SIZE J45 MN HEAD 84ZE 300 MN EMBEDMENT I V49 OT14N a• OF EACH END 4 IS' O.G. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE To BLOCK THROLGH NON-BTRJC URAL W92) V4' TAPC0NO (MR 3/16• TAI°CON MN 1414• SHAW SIZE .INS MN EMBEDMENT INTO BLOM HEAD SIZE 300 MN EMBEDMENT 4 1/4') WITHIN a' OF EACH END a' CMJ 4 la' OL. MAX BPACIYi 0. DRYWALL 2Xa. ® ❑ PX4' SECURE TO BLOCK P.T. NAILER WK2) V4• TAPCONS 11 P.T. X 41 MN (MN. SNA K SIZE J45 MK HEAD SIZE 300 MK EBEDMENT 1 V4') DOOR C.4SINGG WITHIN a' OF EACH END 4 IS• OC. MAX SPACING DOOR JAMB OR WHDOU ATTACH TO 2X PER MAN FACTURE& DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" �DO� • TO BLACK +3 3/4" li N. RONALD RFAGAN BL LONGWOOD, FL32750 FM: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.com AA •: 0003325 0 G4 Ra stnmlV. aL LOT. ABBOTT PARK LOT #2 BLK. #11 PROJECTLp 04181.000-02111 moat 3EAB "1504- AllUC GARAGE SUING: LEFT PADr. DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL A MANUFACTURER CATEGORY DESCRIPTION VCRO.SI E EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS ZD20 FBCR 12/31/2D21 11473.1 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21473.10 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/3l/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3Z/31/2DZ1 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV31/2021 10456.2 SIMPSON SIRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 8/31/2021 20446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2D21 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2D21 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 IBM 8/31/2021 114965 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31./2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/Z021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 3/32/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 1Z/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 1Z/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 22019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/29/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-R5 MI WINDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 15076-RG GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 3Z/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23955.4 THERMA-TRU EXT. DOORS g'-W EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2D20 FBCR 12/31/2021 239565 THERMA-TRU EXT. DOORS 8'-0- SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2D21 Z3956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 1Z/31/2021 10758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES Z020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 202D FBCR 1Z/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 WO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 20Z0 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/03/2021 s %1.4N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AAA: 0003325 Z y 94 wo aysDsv • Lose ABBOTT PARK LOT #2 BLK.1� # 11 0418 000-0211 MODMM, 3EAB "1504- ALLEX" GARAOM awam: LEFT PAGO PRODUCT APPROVAL LISTING i H EXP. C op EB 0 4 DF N 1/25/21 SCALD 1/4"=1'-0" allow D3 PREFORMED CONTROL JONT- FLANGE OF CONTROL. JONT6 Td BE wR°-D TIED TO LATH • S' OL. MAX(VERTA ADO NOT FASTEN CONTROL JONT TO IUALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV W LES MAY BE USEDSECUREC0NTRROL JONTO TEI'1P. DURING INSTALLATION —\ FASTBERS TO BE .MA.X VERNCN.LY 6PAC" • T D THICK COAT CEMENT PLA TURS LAYER 4, POIEIFIBER OU LDNdr PAPER APPROVED METAL LATH FASTENED •1' EVER(.) Or- MAX AT SIPP'ORTS uAEe LAYER ti STUCCO S2EAI° WOOD SLEATMNG pToT LATH MNALL NOT •°P r•a me CONTNlUDV6 .• TO •• M 6• To •• M iR7. YiM CONiNit \ JOINTS drt SLNALL BE STOPPED AND TIED .- EACH 81DL PER A6m CW6! PROVIDE D(4 BLCKXM PLACED PLAT MAX V TO V \ FROM CONTROL JOINT WEN CONTROL JOKr FALLS ON STRUCTURAL STD L FASTENERS FOR LATH To BE NAILS OR— i STAPLES IN COMPLIANCE ITV ASm 0063 r 2. WIRE TES TO BE (NO. IS) 0D41S' EBE / 3. BLOCKING SHOWN MAY BE N ADDITION/ \ ro ..— STUDS REG VIREO PER PLAN FEW O. ngl.o wwo . IR. A O L--. Pr. A 2. cvwAeE • Pt. e L CRAM • R. C EPRtlLS ORPE OLwxoAawo.n.. 2. afAee • PT. e FOLD 4Y ® l NA.D 24E.Ip • PT. A 2. CIlJAE • R. e L CREASE • Pf. C 4 TOLD C OVER R. e TILL PT. f.6 TOYoR6 SorroN lLaN3E �d`,sL• Barra+ "L"°E W1M r1AMr eITAL roLo• ov. Swan. i' TWM 3 COAT CECENT PLASTER GRAM W 2 COAT 0114" M m?= (Ow 9RS LAYER V. FORrF1BEE WILDING PAPER aPmc aLYf MRS LAYER % STUCCO MAPaRm! aLY) NOTE. APPROVED BUILDING, WRAP SMALL ISE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAr-* NEED TO BE TAPED WITH PORfbER SMEATMSG TAPE // rMt1.w •r•eTAL UTu \\ X. LATH VERTICAL LAP TO ISE i' IT METAL LATH WPd LAYER ti P THICK 3 COAT ce,eNr STUCCO WRAP I PLASTER METAL LAnl �• N•i P T I WRIS LAYER 4, FORTFN6E WRB LAYER 11, FORTIIBER aWLDNG PAPER a1R.DNG PAPER UEm LAYER PL \ / I BTIICCO WRAP \WOOD SHEATHING 2 SCALE, '1 VERTICAL LATH & PAPER DETAIL NFL WOoD MEAT SIDE LAPS OF METAL PLASTER ISASM *MALL BE SEWED TO mmol FRAMING MEMBERS PAPEP THEY SMALL BE TIED BETWEEN SUPPORTS WTM OD415-N (U21-MM) STUCG WIRE AT INTERVALS NOT MORE THAN V (229-t-M AS PER ASTM CW63. ® KIC KO UT INZIEL REPAIR OF TEAM " umLAYERS,E°'E DETAIL MAY ISE MAY BE D lik"a E URAP TAPE PER MANUF. SPEC. OR PEEL A STICK •a )CANTS. STOP �iiea•O°yarE) •. R2m,c oR erM I �' oaWaae •somaeLr<es� � � �� WALL n.AAa•ia: y - VJCV-an R.Ae1W MSQ IWAL) Imo. *WALL )OOTan RAMRO AT SOWOM OF ROOF e 1841.1. NI!lfm"" OR WOOD SHEATHING OR CMU WRB LAYER +I, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNIALL SCREED % S'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS @L" FLASHING N.TS. 4'x4' SELF-ADFERNG NE VIVAIE FLASHING (COMPATIGLE UV MOUSE 6' WRAP MATERIAL) OVER! q. APPROVED HOUSE WRAP. FLAEMSY TO EXTOM ONTO PIPE -.. 1. OR Uwe PIPE 7 •'' 6S'6' SELF-ADIIRNG MB'bRME PENETRATION [ FLASHING (COMPATIBLE IW MOUSE AlUR AP MATERIAL) OVER 4.4' SELF-ADMEIENG MEMBRANE FLASHING OVER APPROVED _ MOUSE URN•. \yam.. FLAM16ri TO EXTI9,� ONrO PPE CUT AND OVERLAP ONE SIDE OF SELF-AD/ER9G MEMBRANE FLASIIINC CUT AND OVERLAP ONE SIDE OF T 01 RRlfi I @♦BRANS STEP 42 FLAGwm OW LAYER 1 STUCCO WFAP We LAYER Q FOR(F4E141 OULOM PAPER METAL LATH 6'R6' SELF-AD/ERNG N'B'1aRN'E K..ASWM OVER 4SM4' SELF-ADWERNG MEMBRANE INSTALL FASTENERS lCLIPo,� FLAGWM OVER APPROVED W RAP• STRAPS, STAPLES) AS RASNANG m EXT@O ONTO PIPE REGAINED TO SECURE 4SVA• SELF-ADIERMIG MEM IRNE PIPES WIRE TO PRAA'NNG FLASHN6 OVER APPROVED MOUSE WRAP. PIJIMNNG TO EX7FfD ONTO PIPE UUCP COAT. BEAD OF SEALANT INSTALL APPROVED MOUSEEEFAP AIR NFILTRATON BARRIER OVER SFEATMING RLASTC ERC COATM OVER STUCCO/ C.V. FNEM (SEE TOP WALL SECTIOW SECTION Pril S C N ffm EtAsrlol IUSIYR EIN OIaa121YR F.ztIo used01#Pa olc plea6r MW ww vo2, ASTM RC 926-18 regWemanla d ASTM C 926-18b. InslaNa2on ofaderlor letheig and Caning anal oomFiy Wth ASTM C 106319.• a ASTM 1787. LEGEND DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R'1031.1 / ASTM C-84-1-14a, MIN. 2.5 1-56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com L AA N: 0003325 Y FMi 4 a l5 � � � rJt R SM317 Z LAT ABBOTT PARK LOT #2 BLK. #11 PROJECT# 04181.000-02111 MODRIc 3EAB "1504-ALLEX" UARAOE SIRING: LEFT PAGE WALL ASSEMBLY DETAILS 1 V NPH E . C TZ I 1/25/21 8CWM 1/4"=1'-0" almXT WA1 INSTALL 6' SELF-ADHERNG 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 X: VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND I VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACIMR ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Y.' CAULKING • JOINT I I ALL AROUND I I PER SECTION R703.7 I ExEelior Ialfl m and p1es11x4NII BACKER ROD I Exterior use of Portland cement plaster shall comply with the application - requirements of ASTM C 926-18b. X Installation of exterior lathing and framing shall comply with ASTM C 1063319a, l or ASTM 1787. WRB LAYER -4,i� STUCCO WRAP... HOODED VENT ]PLTH� 3 COAT CEMENT TER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) rs, SHEATHNG _ING PAPER CONSTt1CTION METAL LATH e' CMU VINYL CASING: BEAD •' RAISED BAND 4 x' TO R' r•nD-WALL w�P PR'FtEED W WIDE STRP SELF ADHESIVE FLAS14W^ CLEAN MASONRY BEFORE APPLYING Z I'LASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'OUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER LADDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T,S. ELEC. METEF VERIFY LO AAM=114 11.w ICGC.0 I V G STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I '-ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER02, FORTIFIBER BUILDING PAPER 3 COAT CEMENT 76' TO Ya' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED I _`—� "' WALL HORIZONTAL WEEP SCREED (FRAME TO FRAMEZ APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I "I cam• "" '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER? THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 1, STUCCO WRAP •210 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 STEP #3 WOOD SHEATHING LAYER 1. STUCCO WRAP WRO LAYER R, FORTF11BER OUILDING PAPER METAL LATH CONSTRICTION . y�� eH • WOOD FASTEN To WOOD STIIUCIYP.AL MEMBER • I'Or— MAX a• uu V To V Mro-WALL PEEP SCREED — A m W WIDE STRIP SELF ^I° ADHESIVE FLAMNING, CLEAN ,-f MASONl1' BEFORE APPLYING V— FNSH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' U1R5 LAYER 1, STUCCO WRAP WRB LAYER 1, STUCCO WRAP APPLY 60F MIN SEMBRANE 9 GRADE 'D' FELT FLA MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdesigngroup.com AA tt: 0003325 r7 E � h � hil 7D R� aysniv. at IAT ABBOTT PARK LOT #2 BLK #11 PROJMCT# 04181.000-02111 HODSS.A 3EAB 1504- ALLE)" OARAGR 211111111 LEFT PAGIM WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WpOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER -)4 HAT CHANNEL j' THICK 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' OAF. • TOP OF rrEEP SCREED _ _ TO SHEATHING BEHIND WEEP SCREED I WOOD SWEATHIING WRB LAYER 1, —� STUCCO WRAP j' THICK 3 COAT CEMENT PLASTER i _ *fi_Ur IL-TSO CUSTOz FLASHING WRAPPED TOP OF IL EEP $CREED TO SWAT14NG BELOW WRB LAYER 1, STUCCO WRAP --WRB LAYER Q, FORTI 171 -__ ' rd r BUILDING PAPER "6' SELF-AD1 EREM WRB LAYER 1, FLASHING WRAPPED STUCCO WRAP •CORNER OF CANTILEVER n 4' POSITIVE DRAM AMIGO AI'1G6-U=-TB® 1 WEEP SEED CUSTOM CASNG BEAD NO GAP IN FIELD - ' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.0 CANT. SCALE: I V2'•1'-®' NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 .IT ESILIENT04ANNEL WEATHER BARRIER RESISTIVE �- j' THICK 3 COAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH j' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VNYL CODER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD CBHIOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD C24ST1144ITON ' WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 4 VINYL GdSING BEAD j' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' L METAL LATH 4 WOOD BHEATWNG 7ZEMENT THICK, 3 CO HEADER/BEAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D_RI�PED�QIN�STAL�LATON EXT. WOOD FRAMEC WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER 1 ILEAT14ER RESISTIVE BARRIER 4 j' THICK 3 COAT CB'EM PLASTER METAL LATH WOOD SHEATHNG EXTERIOR GRADE DRY WALL i THICK 3 COAT C (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 7/1ro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 MIN. SEALANT,FROM STICK 0 DRIP SPPACECEFIRd'1 DRIP EDGE TO FACE TO TREX DECK Y♦' GAP FOR BACKER 11QXI,V4'P.T. OR SI ULATED ROD 4 SEALANT WOOD (TREX) FILLER_ CASING BEADCONTINIlOUB WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 . r BARRIER 1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO-aeGssws BARRIER n CANTILEVER �• 6' PEEL 4 STICK • DRIP EDGE DECK MEMBRANE E)OVER DRIP Sty FLOOR EDGE Z-�®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF I X XI V4' P.T. OR SIMA)LATED SEALANT,,W MIN. WOOD (TREX) FILLER SPACE PROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING let LAYER (2 LAYER PEEL 4 FINISH LAYER (2 LAYER PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER j' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PANTED WEATHER RESISTIVE FINISH BARRIER 1 WEATHER RESISTIVE j' THICK 3 COAT CEMENT BARRIER n PLASTER VINYL COF3ER BEAD 4' POSITIVE DRAIN W-EP SCREED VINYL CASING DEAD NO GAP IN FIELD (SHIOUN FOR CLARIFICATION Or- . . _ . _ . _ _ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x—x—x—x EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATI-41NG /0 1' O.C. MAX. a WRB LAYER 01, STUCCO WRAP WOOD SHEATHING: METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER CA CORNER BEAD ® FRAME 11, 2 1/2' 11, CORNER BEAD (FASTENER 4 SPACING B 1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK WOOD SHEATHING WRB LAYER 1, STUCCO IURAP WRB LAYER R, FORTIFIBER BUILDING PAPER METAL LATH j' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE 7LUM N SHEATHING :ATHER RESISTIVE ARRIER 1 :AATER RESISTIVE ARRIER 4 SAF. \ -EEL 4 STI x 116-xr 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 11Q X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTjj' MIN. SPACE FROM DRIP FACE TO TREX /- Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL SW TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH j' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 4 6' OAF. �I Ya'x3' V FLASHING FULLY EMBEDDED IN ROOF CEMENT 1M'X3'26GAGALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,%' MIN. SPACE FROM DRIP WATER PROOFNG Ist LAYER (2 LAYER PEEL 4 STICK.) WRAPPED FROM BALCONY DECK TO CANTILEVER jPL�� 3 COAT CEMENT METAL LATH WOOD SWEATHING VINYL GOIB�R BEAD J / (SHOWN FOR CLARIFICATION CF VNYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN ( W /"T " VT AcuTMI-_1 UFO LAYER 42, FORT BUILDING PAPER — METAL LATH j' THICK, 3 COAT CEI PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD (E) WINDOW (FRAME, NO BAND) SHEATHING ', WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) d N. RONALD RFAGAN SI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA /: 0003325 R L 1; so r4 ro To a stmDIN. de LOT ABBOTT PARK LOT #2 BLK. #11 PROJECT# 04181.000-02111 MODEU 3EAB 1504- ALLEY' GARAGE BIWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 16 PH W. C FE>3 0 A. DRAT�E: 1/25/21 8CALE: 1/4"=1'-O" >sFIEET WA3 of WOOD SHEATHING —� WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER —� METAL LATH J' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDINCs PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER R2, FORTIFIBER BUILDING PAPER METALLATW \ —� i THICK 3 COAT CEMENT PLASTER—� FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SHEATHING & GAP n.P �' THICK 3 COAT CEMENT �' THICK, 3 COAT CEMENT ` TO T M PLASTER PLASTER IX TRIM MEMBER TO TRIM METAL LATH / SEALANT METAL LATH • STUCCO TO , SIDING TRANSITION WM LAYER 4, FORTRBER ; BUILDING PAPER SIDING WOOD SHEATHING I r WINDOW FRAME f 17 / WRB LAYER "2, FORTIFIBER WRS LAYER 01, WRB LAYER M, i BUILDING PAPER STUCCO WRAP STUCCO WRAP ; E-Z BEAD VINYL CASING CASING BEAD (W/%' FLEXIBLE PVC BACKER ROD) &' SELF-ADHEREING i FLASHING OR PEEL 4 STICK SIDING TO STUCCO I WRB LAYER M, STUCCO WRAP, CASING BEAD WRAPPED AROUND FRAMNG MEMBER 18 ' (CROSS SECTION) i b' 5ELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING WooD maya,I°"� MEMBER DETAIL BELOW EXPLODED WOMSNE°TMM FOR CLARITY WEATHER REMSrVE BARKER 1 SEATHER RESISTIVE _ -------------------------------------------- DAIMERO S. R� �-•^DrJ I ° - J' THICK, 3 COAT CEMENT WEATNM y4' GAP TYP �� 1 RR°aenvg CASING BEAD PLASTER STARTER 6ntlP \� \� WEAn E1R! 1RIESISTNE /� ' SEALANT TO WINDOW METAL LATH OltI 1 \\ y W SELF-ADHEWYs RLASNNG , GAIw METAL \ GALV I METAL I WRB LAYER r1, FORTIFIBER T PLAMHNG 1 BUILDING PAPER IU TER I WINDOW FRAME WOOD SHEATHING RIM BEAR i 1 Y' CASSa x 6• "A"TED - uL3oD TRIM MEMBER i \ \ GAP UACVED SEKING ALANT \\\ , DR APPROVED SEALANT , SIDING TO STUCCO WRB LAYER 01, ® BLOCK TO FRAME 1 STUCCO WRAP � �n � TRANSITION / l I b' WIDE PEEL 4 STICK OVER FLANGE /7 WINDOW FLANGE NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, �� TR" TION STUCCO WRAP WOOD" SHEA HING— �T � �TNE I�WEa6nvE _ WRB LAYER *2, FORTIFIBER xREAI-/P61DP1G 16w•6eELLF-EAADLHERNG— BUILDING PAPER FLASHING METAL LATH 6TARrERSTRIP- (EXPLODED $" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD C-? RAISED 817A��SCALE:BAND (FRAME) 1 1/2' =1' -O' WEATHER RE"TIVE � ADOVEE TOP 'r OF RL461NG 1 V DR IPIESbTIVE WEAT ERR RESISTIVE BARRIER a METAL I TAR ID T RLASMRY+ DARRIER R TO LAP I Y' X 6' 6W'7LATED 6' MN ABOVE TOP WIEO I TRIM MB'BER OR T R.A611NG 7fFSMTIVE wMn CASH Y'X 6' SWSILATED IDLE PVC -- , wboD TRIM MEMBER ROD) \/ SELF-ADN10 PDHEI INS I , I RLA64M WCAULKING -TETERT \\ OR AP�PRDVEDWIE616TNEWEAT ER RE.6BnVE RDARKERWREM TIVE E_s =en v_yrL - BARRER 4 (UAV R"BLE PVC BACKER ROD) SIDING TO STUCCOSAIIIERemE ® FRAME TO FRAME � n TRANSITIONITION 1 c7 / \ E-Z BEAD VINYL CASING 2X FRAMING —/ (W/V FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP ' WRAP �EZ BEAD WINDO W CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING x—x—x—x 0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w M a C s I !;fA L F ae LOTT PARK #2 #11 00-02111 MODEM.: 3EAB "1504—ALLEX" GARAGE 31WMG: LEFT L ALL EMBLY TAILS PH A. C DATE: 1/25/21 SCALE- 1/4"=1'-0" BIMET WA4 1 I I I I 1 1 —2xb SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE dl II —l/S' TEXTURED I FINISH ® WOOD 111 1/2' TEXTURED FINISH ® CMU �\ —METAL FASCIA 11 WRAP J16' FROM 1 STUCCO, I' FROM WOOD WALL 1 1 —EXTERIOR WALL 1 (FRAME OR CMU) 11 NOT : NOTCH FOR 2X(o 11 \ SUB BAND ONLY � I ®ELEVATION ®iPL AN A 1/8, TEXRARM FINISH • WOOD, '. 1/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL F48GL0. WRAP WOOD SHEATWW4s x x x x x x 1 OR Cm 1 WR9 LAYER 9. x x x x x x STUCCO URAP(FRAME CNLY) x x x x x x x x x x x x UIRS LAYER 4, FORTIFIBER x x x x x x x x x x x x x BUILDMCs PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR cm 2X6 BIAS SAID ROOFINS. CEMENT x x x x x x x x x x x x x x x x x x x x x FELL PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT p /� ©I L N 5x ONLY. FOR WALL OFF t�-ti SET OF COMPONENTS) 0 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) TEXTURED FINISH I WOOD, 1/2' TEXTURED FINISH a CMU ' , 2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x . x x x... SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH s END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY & N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774,4078 www.abdesigngroup.com AA #t: 0003326 w Z a 64 � h � q o R 3 � 1 Ru44 L I IP BXMDIV. I LOTBBOTT PARK LOT #2 BLK. #11 ROJECT/R 04181.000-02111 MODEU 3EAB "1504— AU,EX" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 JPH EJA C FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..1 A OVER GENERAL 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN SCHEDULE FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN B" - s (-)(Y-4" TE-2 12" SEE PLAN 10" --mpr. (+)('-0' FM-1208 12" CONTINUOUS 18" - s FMC-12x18 12" CONTINUOUS 18" - (2)#Ss VARIES F1-24x24 24" 24" 12" (2)#5's (2)#5's (-IV-4" Y FM-12X18 FM 12X18 q_ — — — — — — — — — — F M -12 X 18 — — — — — — — — — — — — - — — — — — — — — — 7 m ^ — — — — —^ c I - EXTEND �' 31l2" x SLAB 1 12" XI �L PE 1 8" FT. � is �I " LL 4" CONC. SLAB x Ia g_ LLL Y c 312" mI TOPyp,-0. OF _ FM-12X16 o v 4 " ' 44-10 12-10 "' "a LL I 4" CONC. ml - SLAB v op 3 SLOPE tl8" ❑ N 0$ -0 P� I SLAB F 15 12' v I Lu -- 4 rn '-10 2'-6' 14'-2" ., m 4' PVC CHASE 5 SL_P)E 2'w_ 1 1A �I I b -'49,-4" 20'-8" LL q y _ I YA-712" Sim.I I 1A 4 3'1" I IA 1. v TOP OF SLAB I FM-12X18 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FMC-12XIB _ ao 4" CONC.-/ I 7'-4" O.C. MAX SLAB �TYP FOUNDATION PLAN SCALE: 1/4 = 1'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, OINDICATES #6 BAR,I♦NDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SWILL BE A'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 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 3 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, 7,h EDITION 1441 N. RONALD REAGAN BLVD� LONGWOOD, FL 32760 PH: 407-774,6078 FAX 407-774-4078 W Ww.abdesigngroup— L AAA: 0003326 14 2 3y u b �g3j a < F lot SUBDIV. dC LOT: ABBOTT PARK LOT #2 BLK #11 PROJECT# 04181.000-02111 MODEL" 3EAB "1504- ALLEX" GARAGE 8WWG: LEFT PAGE: FOUNDATION PLAN 160 MP . C FE sCAL C- 1/41'=1'-O" 1 sl 30" MIN. EACH WAY c MONOLITHIC FOOTING }} Z . Z f STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED r r.> _ 77, a CELL SEE PLAN FOR SIZE AND ¢ d o } CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REQUIREMENTS C GARAGE DOOR �W mU W P RECESS a Q -I r •:- FM s 7 a. 717 8" CMU WALL f uj w B" (0 - z 8" CMU WALL O CORNER BARS, SAME SIZE AS LARGER BAR O Tc o Z_ m ro +- d-0" o �. IN FOUNDATION WITH 30" LEG EACH lwjl = y 1 TOP OF $LAB ,J WAY AT ALL CHANGES IN DIRECTIONS I ., Y' SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB I I( MATCH AMOUNT OF CONTINUOUS BARS ° •I' CMASONRY SEE SLAB SCHEDULE + -VARIES TOP OF GARAGE _In CONTINUOUS STEEL MONOLITHIC "' v�WHEN iv UNITS SET EXi. PORCH SLAB BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) #3 18" • EXT. FOR SLAB SEE SLAB SCHEDULE FOOTING REINFORCEMENT SEE SCHEDULE Zp, AT ELEV: W/ 172" ISOLATION ., ° 6" CHAMFER (2-STORY) W/12"ISOLATION 4"CHAMFER (1STORY) d-0" JOINT (WHERE � • �� • � #4 24" •a6"CHAMFER(2STORY)APPLICABLE) z - SEE SCHEDULE 3d' .EE APPLICABLE) Z °ONS SCHEDULE#5 ARE MADE FROM FOUNDATIONS HAVING FOR WAR, BAR SIZE #6 36„ g FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (re. 2 TO 3, PROVIDE 2 BARS), UNO #T 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 GARAGE SCALE:ffi4"="°' 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4"=V-a' SCALE: W4"=V-G" Z (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL LAP TOP PLATE A MIN. OF 48" E 8" CMU AND NAIL W/ 16d COMMON K LAP TO OCCUR OVER STUD OF WALL W/ PLAN a o #4 REBAR 024" O.C. CENTER OF g SLAB C, 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z K W WALL W/ SYP g (2 III f > c O 5, wI o d No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE U I > (D NEW REINF. BAR 1/2"z9" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP SECURED W/ 2-PART WASHER SET IN HIGH STRENGTH 2" CAPPED a g EPDXY. MIN. EMBED ( PLAN EPDXY 5-112" EMBED. MIN. @ 16" OC ° GALVANIZED PIPE 8", ONO J Q SIMPSON SPH4 OR SPH6 MAX. °• W/FL.ANGE 0 BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE 4 CONC., REINF. W/ = K SPECIFICATIONS FOR V) a ANCHORS W/ 10d x 1 112" 6N6" #10 W WM ON o = co USE AND COMMON NAILS FILL ALL N l 6-MIL POLY ETHYLENE 9 Q PREPARATION OF HOLES, DO NOT USE I Od w w VAPOR BARRIER ON Z HOLE. z 3" SEE SLAB SCHEDULE WELL -COMPACTED SECURE FLANGE TO Q CLEAN FILL TERMITE a SLAB W/(4) 1/4" X 2 1/4" - +- '-0" TREATMENT SHALL BE TAPCONS O' QO TOP OF SLAB m ,• S� BORA-CARE u' a F- • I (2) CONT. #4 REBAR eL 4" CHAMFER (1-STORY) ° — 4_ ° r 6" CHAMFER (2-STORY) - �- ° (2) #5 REBAR ON CHAIRS EQ. EQ. SEE SCHEDULE 17' MIN. DEPTH INTO ? w 2,000 PSF VIRGIN SOIL OR 95% FOR WxD, BAR SIZE VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL AND BAR QUANTITY SLAB HEIGHT LE SS THAN 3'S" c"OU PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 7 SCALE:3/4"=1'- C 5 6 W/ UPLIFT W/ BLOCK WALL SCALE:34"=1'-0" SCALE:34"=1'-0" &OOTING SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. LAP TO OCCUR OVER STUD VERIFY HEIGHT OF WALL W! PLAN STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING Z PLANS FOR SPACING. SINGLE WALL WI SYP Nc 2 STUDS SEE g BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Q '-' dyy SLAB W/1 Od MASONRY BTM. PLATE TO BE PT. SLAB MASONRY NAIL 0 F NAIL i 6' O/C STAGGERED. PROVIDE DBL. TOP PLATE 16" O/CC SSTATAGGERED. 0_ m w ADDITIONAL METAL ADDITIONAL METAL U CONNECTORS NOT CONNECTORS NOT m — v a REQUIRED WHEN NO REQUIRED WHEN NO 0: UF"CMU y UPLIFT IS PRESENT.V// UPLIFT IS PRESENT. U WALL W M +- 0'-0" POURED LINTEL CONT. (fYP.) SEE SLAB SCHEDULE 8" CMU FILLED CELL (TYP.) ,ry, = TOP OF SLAB - Q SEE SLAB SCHEDULE +-0,-0, �•- 2X WALL FRAMING TOP OF SLAB �� . +- 0'-0' SEE SLAB SCHEDULE - �• 10 DIA. SIMPSON ST82 BOLTS 5" . , ...° _ TOP OF $IAB °e Z Z _ s �; MINIMUM EMBEDMENT INTO ._ -. g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB • SEE SCHEDULE 4° SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE T / FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY I ✓ AND BAR QUANTITY AND BAR QUANTITY (—,—INTERIOR CURB FOUNDATION WOOD WALL INTERIOR 9 FOUNDATION WOOD WALL B°ALE:y4'=''-0" UPLIFT` COMBINED EXTERIOR MONO- FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION 6°ALE:B/4"=''-B" ( NO UPLIFT (NO / (10 SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=l'-W 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-7744078 www.abdesigngroupcom AA #: 0003325 M h V � � b a � tp q X § b pg susDty. aLOT: ABBOTT PARK LOT #2 BLK. #11 PROJECTip 04181.000-02111 ][ODEL: 3EAB "1504- ALLE)" OARAOE sl1IATO: LEFT 1PAO& DETAILS 160 MPH a. C STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10"NFAD" NOSE z CELL SEE PLAN FOR SIZE AND 4 a 11 SPACING REQUIREMENTS o y 8"CMU WALL ..1 PAVERS #4 REBAR(M.) w V - W o ar 8"CMU WALL TOPS -- 0'-0' - TOP OF SLAB cc yw SEE SLAB SCHEDULEz It t 12" RADIUS OR b Q mSEE O SLAB SCHEDULE 6. z CHAMFER n •.—�.^° o•-0• TOP OF SLAB rw w¢ a . •. M w .' -- —" .a• SEE SCHEDULE FOR WXD, BAR SIZE w * w rn z w a• . f • AND BAR QUANTITY j � OJ ? `�. ° � ` • � A�° •�� EE SCHEDULE Lu m EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR, ' BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 n G , A AT ALL PAVER AREAS SCALE: 12"=1'-0" SCALE: 12'�t'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL TOP PLATE 12'k9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16" SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" ,_SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 Sca.E:3-4"=r-a' (W/UPLIFT) Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CILC SPACING REQUIREMENTS Q co w y J CL 0 Z 8"CMU WALL 0'-0" TOP OF SLAB '� • SEE SLAB SCHEDULE Z w EXT. PORCH SLAB BAR SIZE 48 BAR DIA. > 4" CHAMFER (1-STORY) O W/ 112" ISOLATION 6" CHAMFER (2-STORY) #3 18" �"� 0 JOINT (WHERE ° #4 24" APPLICABLE) Z MATCH STEEL #5 30" 2 REINFORCEMENT 6" PVC CHASE PER SCHEDULE 06 36 THRU FOOTING �2 #7 42^ SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 6 SCALE: 3l4"=1'-0" a wr ur au.a a— 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE i Li"l. RONALD REAGAN SLVD.NGWOOD, FL 32750PH: 407-774 ;078AX: 407-7744078w.abdesigngmp.com AA #: 0003325 Z S° d q � p � gpC Q R I L) BVHDIEV. ae LOT: ABBOTT PARK LOT #2 BLK. #11 PROJECT# 04181.000-02111 MODEU 3EAB 1504- ALLEX" GARAGE BIWMG: LEFT 1 PAGE: DETAILS 160 H C 43'4" 37'-0" 334" 26'-0" 18'-8" ,r-0" 6'-0" Lol LA El El `v zo lV 4 -v 4 _ 4 ,2'4' 24'4" 28'-0" 32'-8" 39'4' 44'4" 48'-0" 554" 62'$" DOWEL PLAN SCALE: 114 = ,'-0" 1 N. RONALD REAGAN 8L LONGWOOD, FL 32750 FM: 407-7746078 FAK 407-7744078 www.abdesigngroup eom AA 4: 0003325 a y Y g C SUDDM & Lo ABBOTT PARK LOT #2 BLK #11 PROJECT# 04181.000-02111 MODEIi 3EAB "1504-ALLEX" GARAGE 9VnWG: LEFT PAGE: DOWEL PLAN 160 MPH E C TIE VERTICAL REBAR A TO HORIZONTAL REBAR W/ 1I_Z HOOK GROUTED BOND BEAM � Z � VARIES PER ELEV. •- 4. =cam •i 4. 0 CLEAN OUT REQUIRED FOR INSPECTION Q 01-0" FIN. FLR. TIE ERTICALREBAR TO HORIZONTAL 4.: REBARW/10"HOOK BAR SIZE 148 BAR DIA. Z W #3 18" >O #4 24" U #5 3I #6 -. #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR OIA METHOD #4 24- HORIZONTALNERTICAL #5 30" REINFORCING #6 47' 2 #T 42" SCALE: 3/4"=1'-0" ZhFi � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 G SPACING REQUIREMENTS mW U � J (an Z B" CMU WALL O m� Mt_ 0-0" t- 0-0. TOP OF SLAB 4 TOP OF SLAB �•. SEE SLAB SCHEDULE Z w EXT. PORCH SLAB BAR SIZE 48 BAR DIA E > 4 4" CHAMFER(I-STORY) O W/ 1/2" ISOLATION 6" CHAMFER (2STORY) #3 18" ih U JOINT (WHERE #4 24" APPLICABLE) Z MATCH STEEL #5 3 , m REINFORCEMENT 6" PVC CHASE PER SCHEDULE" 6" PVC CHASE THRU FOOTING THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3I4"=1'-0" VARIES PER ELEV. #5 BARS FE , o � 1 0 CMU UNIT DIMENSIONS m ARE NOMINAL SIZES MASONRY SYMBOLS J SCALE: 3/4"=l'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774.4078 wwwabdeslgngnwP•com AA #: 0003325 A �3y Y a V 0 $� h � Q gp C 9 iLL SXMDM & LOT. ABBOTT PARK LOT #2 BLK #11 PROJECT4/ 04181.000-02111 MODEL,• 3EAB "1504— ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH FEB IX121211 it AI NO mm DATE"" 1/25/21 8CALE: 1/4"=1'-0" aHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 1Od x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177— x 2 718' LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (ps1) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES T-0' �1 ----------------------------------------------------------------- ------- UNO PROVIDE BB1 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 8'-0' UNO ♦♦--------------------------------------------- i ---------ft------------------------------------------------------ LIFT BEAM PLAN SCALE: 114" = V-0" 1 UT � � 1 1 I 1 1 �� i sw w 1 m LL D Oz L LL 1 1 °D P m; 1 °m 1 a 1 1 1 1 1 1 1 & N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA •: 0003325 Y may.. Q q O � o 9 !;44 pp i BusDIV. Ae LOT. ABBOTT PARK LOT #2 BLK. #11 PROJECT# 04181.000-02111 HODEA 3EAB 1504— ALLEX" GARAGE BMWO: LEFT PARSE: LIFT BEAM PLAN AND NOTES 160 MPHAV. C NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"X8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL \,\N HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#S TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8k16" io 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM `- #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8'• / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *- VERTICAL REBAR WI 10" HOOK �O �g. R 8X16 DBL. BOND TOP OF BEAM WI (1) #5 BAR BOND BEAM 6 EACH COURSE • G 8x8 BOND BEAM TOP OF • �G�\� W/(1)#6 BAR BONDBEAM 1• 30" TYPICAL F F = FILLED W/ GROUT 'C\AO U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. WIDTH BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 ��J// /� A o\� 8x8 PRECAST CONCRETE 16-1 T/ 1 �O 1 V 1/ p "pS�F�CA NOMINAL�� W1 IBAR-WIDTHOF w LENGTH OFLINTEL MASONRY 0 Q� HEIGHT OPENING-2" P BEAM DESIGNATION CORNER BOND IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE � REINFORCING OF BOND BEAM THATXFXX— 1TA WOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8XB PRE -CAST CONCRETE SCALE:34"=1'-0 1 ANDXFXX- iTNM/OB IND CATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0'• IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX — 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OMM8 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 1B" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 31/4" 2X6 (MIN 2 X 3) 2-3M 6 TAPCON ., PRE -CAST .A OR DRIVE PIN (MIN SHANK WINDOW k2 SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4-) 8" - SLOPE FROM EACH END AND 18' O.C. MAX, MIN / EMBEDMENTNT 9 2X8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELq1N SHANK SIZEMIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2X4SOLID BLOCKING BAR TO BE PLACE 1 /4" 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/i6"OSB BOP D BEA LOWE#5 MIN. REQUIRED IN 18" O.C. MAX. MIN. 2-12d PER BLK. EA. END BEDME/NT VCMUWALL EACH CELL HOOKED IN E TOP BOND BEAM WI SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 SCALE: 1 1n"=1'-Q' ARCHWAY FRAMING DETAILS AT CORNER STEP 5 3 SCALE. 314— V-0" SCALE:314' 1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ISINGLE #5 CORNER 6 BAR, 3OX30 TURNED UP 4 O I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I II / I II U 8X8 CMU PIER PROVIDE ifs BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" G SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3l4'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 Aef C U O � AI I gill 6 4n 40 SUSDIV. & LOT ABBOTT PARK LOT #2 BLK. #11 PROJECTI/ 04181.000-02111 1[ODEL" 3EAB "1504- ALLEX" GARAGE 91IIIJG: LEFT PAGE: DETAILS 160 MPH EW, C FEB a D TE 1/25/21 SCALE: 1/4"=1'—O" SHEET S2.1A "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPEF1436 618 OB 0.1T 1T 44T 1TA6 -1T TYPE LENGTH PLAIN 8/6 SOLID TYPE LENGTH 818-1T 6/16.1T 6020-1T 8/N-1T 8�1T 8=-1T aue-te e-1Tn 1Tn 1Tn rat tTn 816.2T 8n6-2T 6120-2T 8/142T 812W &IJ2-2T 3'-0" PRECAST 952 31U 4217 5321 6428 7531 3'6' PRECAST 689 1024 3'-0' PRECAST2465 1509 3524 4394 5263 6132 7001 6113 6385 7706 9031 10000 1569 3524 4394 5263 6132 7001 4'-0' PRECAST 700 2305 3125 3945 4766 5567 4%7 PRECAST 514 763 4%V PRECAST 1363 3080 3615 4570 5325 6079 1961 6113 7192 8624 7627 0751 1363 3080 3B15 4570 5325 am 4'$' PRECAST 819 `� 1770 2400 3033 36M 4300 4'$' PRECAST 398 591 4' 6' PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 9752 0541 7555 1207 2707 3375 4043 4711 5379 641 PRECAST 931 1247 1999 25W 3123 3606 4249 64' PRECAST 411 411 5'4' PRECAST 1016 1808 2374 2044 3513 4064 1319 44M 7196 7942 5M 6259 1016 2276 28M 3399 3961 4064 5-10" PRECAST 817 1024 1691 2090 2549 3000 3470 5'-10• PRECAST 340 339 5'-10' PRECAST 90B 1499 1971 2443 2015 3387 1161 3693 58" am 6548 m � � 3107 3620 4133 8' 6' PRECAST 1139 3227 3031 3707 4383 5061 PRECAST 410 721 6'$' PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10000 8625 835 1886 2329 2790 3251 3712 T-0' PRECAST 570 938 2498 2205 2606 3191 3686 T 6' PRECAST 303 534 T$' PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4854 7067 6472 727 1024 2025 2425 2827 3226 9 -e PRECAST 428 $33 1593 2204 2481 2818 2621 ��" PRECAST 192 384 9'�' PRECAST 454 586 767 90 1120 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2184 2519 10'6' PRECAST 3gg 467 1247 1767 19D4 2163 2028 10 8' PRECAST 151 301 10-0' PRECAST 356 468 612 755 Boo 1042 550 1407 1897 2781 3222 3784 504 116o 1472 1763 1710 1989 11' d' PRECAST 330 544 1312 1742 2252 2B66 3630 11'r4' PRECAST 132 417 11'�' PRECAST 430 406 530 ON777 $72 544 1312 1742 2252 2888 3552 488 1042 1372 18/3 1470 1710 12-0" PRECAST 308 507 1210 1596 2048 2596 3191 12'-0• PRECAST 111 370 12-0' PRECAST 303 366 476 687 BOB 783 507 1210 1596 2040 2588 3171 440 940 1300 1560 1314 1476 13'�' PRECAST 270 433 1045 1305 1732 2167 25'D6 13'�' PRECAST 82 298 13'�' PRECAST 306 303 393 484 676 645 414 1045 1385 1732 2316 2005 39e 780 1057 1312 1071 12D3 14'-0' PRECAST 254 386 978 1272 INS 1988 2279 14'-0' PRECAST 71 293 14' 0' PRECAST 279 278 300 443 526 am 300 978 1272 16D6 1950 23N 378 717 961 1192 975 1133 14'$ PRESTRESSED N.R.NR NR NR NR NR Pat 14,-8" PRESTRESSED N.R 283 14'$" PRESTRESSED 239 422 506 on 746 865 458 1079 1429 1824 2277 2712 246 863 980 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR 1VA" PRESTRESSED N.R. 252 16 4' PRESTRESSED 224 387 4 684 793 41 412 1014 1340 70 1703 2118 2513 230 818 908 08 11313 4 1353 1572 1T+4' PRESTRESSED N.R NR NR NR NR NR NR 1T4' PRESTRESSED N.R 183 1T�" PRESTRESSED 187 326 365 451 597 880 300 am 1121 1413 1739 2047 192 506 72D 501 1135 1312 19 4" PRESTRESSED N.R NR NR NR NR NR NR 19 4' PRESTRESSED N. 148 19�" PRESTRESSED 162 208 348 430 513 595 235 738 859 1200 1487 1718 166 429 823 803 950 1096 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R.125 21''4• PRESTRESSED 142 219 308 381 454 527 160 596 833 1036 116E 1488 142 373 537 090 B76 943 270 PRE31RESSED N.R. NR NR NR tat NR NR 22'0 PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 30 42B 497 166 650 754 992 12M 1381 137 358 513 659 779 No 24'-0' PRESTRESSED N.R. NR I NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 n4 245 302 300 418 129 450 654 824 1014 1147 124 1 319 1 455 581 1 B67 1 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwAbdesigngroup•com L AA #: 0003325 IM o 19 14 suBDIV. ,e L/OT. ABBOTT PARK LOT #2 BLK #11 PROJECT* 04181.000-02111 3MOD= 3EAB 1504- ALLEX" GARAGE 8TRTTG: LEFT PAGE: SAFE LOAD TABLES %,16VNPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 10 HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. 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. 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4 = 1'-W IS N. RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Y i cc L M 4 b C � X I L Ip aUBDIV. Sc LOTABBOTT PARK LOT #2 BLK. #11 ROJECTo 04181.000-02111 MODEL. 3EAB "1504- ALIVC GARAGE 9TIING: LEFT PAGE: FRAMING PLAN 16 H EA C {t) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 /t" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {i) SIMPSON LGT2 GIRDER TIEDOWN WITH (16)10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) l6d x 3 7J" NAILS TO GIRDER !, 2x WOOD FASCIA E ARCHITECTURAL SECURED WI (3)16d J-V. COMMON NAILS. ! SECURED W/ 10d d-V. COMMON NAILS ' OIC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP#22"x4", 6", W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb 1c TYPICAL TRUSS/ GIRDER CONNECTOR(S) NOTCH DEPTH 1/4•D HOLE EDGE >5/8" HOLE DIAMETER vs•D scL. sruD OUTER 1/3 OF SPAN ONLY OLE EDGE >5/8" 01 BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING (--,,AND BORING LIMITS 0 SCALE: ENGINEERED WOOD TRL @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 1 TRUSS ANCHOR WITH (9) IDd x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22"x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. I—A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4)? x 5" TITEN HD TO CMU AND (12) SDS V x 2 } TO GIRDER B-(i) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (1 B) SOS }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2xSECUREDW/ (3)16d GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SOS }" x 3" lx2 SECURED W/ 100 MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED it O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 211 2b 2c TYPICAL ROOF SCALE: 314�1'-X GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)114" x 2 l/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON 14TSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3I4"=1'-0" (2) 2X4 No*2 SYP DIAG. 214 BLOCKING BETWEEN BRACE W/ (3)12d ® EA. TRUSSES WHERE TRUSS (OIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-W O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) W-1" TO 60'-0(3) "X" BRACE SECURE 2x8 PT. PLATE MAX 6'-W MAX (W/1X4) (1) "X" BRACE @ CEMER TO BLK W/ IR" DIA. OR 10'-0" MAX (W/2X4) EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO ENDWASHER SET IN HIGH ® 2x WOOD FASCIA, STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC 1x4 DIAGONAL SEE ARCHITECTURAL MAX. M. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/12d's 8" U PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX a MAY NOT REQUIRED TRUSS ENG) CONT. 2x4 SECURED Wl (2) 10d's @ EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-0" O.C. MAX. IT _ TI 7T WOOD ROOF TRUSSES ftim IX4 BTM. CHORD BRACING 6'-0" OIC END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) lod DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0'• SEE SCHEDULE FOR BOND BEAM RED. � BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=l'-(" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA #: 0003326 A i q V sYa o 9 0) W X 0 BUDDIV. ac LJOTil ABBOTT PARK LOT #2 BLK #11 PROJECT# 04181.000-02111 MODEIr 3EAB "1504- ALLEX" GARAGE BWDM: LEFT PAGE: DETAILS 1 PH 10 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT o PRE{NG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) (off O.C. 24" NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER E ATION BRACING. SEE PLAN FOR FOR STRAPPING ly LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 9W LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B -(2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE `O• PROVIDE BLOCKING "O "• SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BO. AND TOP PLATE ANCHORS WI 1 Od x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2)10d's�EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2'k9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY St@" EMBED. MIN. @ 16" 1 Oa 30b 1 Oc OG MAX. SCALE: 3l4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °` 8 ea• SCALE: 3/4"=1'-0" <. a A - SIMPSON MTS-12 UU 990 < 990 LBS W/ (14) 10d GALV. NAILS. • • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' SOS TO POST TRUSS CONNECTION @ L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3/4"=V-0" A&B - SIMPSON ABLI"Z POST BASE <U:1,900 GS,660 W/ SM DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 51W A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A L 3{ .t O 9 yrO O EE C � R V ® 9 S LJ BUDDrv. Ac LOT: ABBOTT PARK LOT #2 BLK. #11 PROJECT* 04181.000-02111 MODEL" 3EAB "1504- ALLEX" GARAGE 8IFMG: LEFT PAGE: DETAILS 1 H VA. C hn A ROOF WIND DESIGN PRESSURES 7-1 ZONE 1 = 18.31 PSF (28.31) ZONE 2 = 31.68 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) "A"= 4'4" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN IW32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. IM2" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE SIR. SHANK ASTM tOd RING 212" 0.131 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Bd RING SHANK, 23/8' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2318" 0.113 F1667 SCREW -NAILS RSRS-01 Kq�ICK UK IKUJJ ROOF SHEATHING EXTERIOR SHEATHING O Z USE 12" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SWANK GUN NAILS 4" O.C. TOP TL o o_ = 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. * BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEAT100 ATTAClEM ENTSPACING ZONE 1: 1 Dd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE GABLES -DROP GABLE END 8 (1) ADDl DROPPED ZONE 2e, 2n, 2r. tOd NAILS 4" O.C. ON EDGE AND 4' O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 20NE 3,3e, 3C IDOL NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS @ 4" O.C. ,- TOP & BOTTOM EDGES .1 li ' FXT RHFATHINn ATTAT:HMFNIT zw z O w I. RING SHANK GUN NAILS Y @ SEE "ROOF SHEATHING ATTACHMENT" ci TABLE FOR FIELD SPACING rn 0 J\ z� . SHEA HING A ME C U ROOF SHEATHING W W O= #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ NYi ® EDGES & 17' O.C. MAX IN FIELD. UNTHREADED tYi ci SHANK TO EXTEND BEYOND THICKNESS OF wo O SUB -FLOOR SHEATHING �m TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FORSLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCRR 2020, 791 EDITION ACT 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WOK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM To ASTMCA'OX LAM IMAG'GREGATE SIZE SWI.L BE 3W. PROVIDE G%YNR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. PROVIDE 649L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDE BALL SIABS411GROUND WHERE INDICATED ON WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS. BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE FORMWORK: CORROBORATETETRAHEDRAL (DOT). WOOD FOR STRTO RETENTION LEVELS OF 0 26 PCF UC URAL USE THA BORATE AT HAT SHALL BE TREATED FORESERVATIVE TREATMENT: S1u ANY I FORMWORK, 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACT 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. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71N EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, O OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2, STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEGUENCES 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 A108MA7064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACT TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRU ES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC. EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS O 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DE BAR S G FORMED S. HALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST ANON PLACED IN ACCORDANCE AND PLACED DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACT STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FORREVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI 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 psf TO -NancOname CHORD t REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - W WOOD TRUSSES. 10 PST STM CHORD -I-mnamenl #5 BAR - 30" 07 BAR - 42" 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 FORDEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER O LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. 15 WTOP CHORD 20 psf TO CHORD (7 psf W/ ASPHALT SHINGLES) (10 Psf W 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 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf Wes' TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PAT WIND: DEAD LOAD SPEED MPH SUSECONDC,RI GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 020)=16 (NICE EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LINE LOADS: UNINHABITABLE ATTIC STORAGE: BIT BLE ATTIC UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: ANDWITATTICS WITH HABITABLE ATTICS AND ATTARS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psT GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER :40p PASSENGER WITHOUT THE APPROVAL R THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIG TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SMALL GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:ONRY" PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDMOUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS R THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY 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 SWOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. 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 R TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS IT STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476. AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30M PSI AT 28 DAYS, UNLESS DOCUMENTS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION AT TO CONSOLIDATE GROUT. FOUNDATION/ ' SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 P.O. FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY. DETERMINED IN ACCORDANCE WITH ASTM 0-1567. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH ROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OFSITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 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 BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL - CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE PAX PRIOR TO CONCRETE PLACDAEW. CONCRETE SLUMP SHALL HOT EXCEED 5' 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACT 318AND ASTM C94OW OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BETRIESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 WARES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPON ISTIM OF THE TESTING LABORATORY TO NOTIFY THE ONNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHWL BE AS FOLLOWS: A 3FOR CONCRETE CAST AG04STAND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH ANDKA WEATHER 1-112' FORME AND SMALLER 2" FOR A8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-112-FOR BEAM AND COLUMN PRIMARY REINFORCEIENT, TIES, STIRMFS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A5=ASWM, GRADE B, Fy = 46 AN. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E R S. Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AP0.ICATKM 512E SPACING REMARKS APPLICATION SIZE ITYPE I9PACMG REMARKS 1.1 FURRING TO MASONRY/GONG, CASEHMDENEOUL fM1112 LONG. D'dC C GE DGOR &ICI TO N450NRY/CONC. 1/P OU. NO WASHER TAPCON MAWMY FASTENER 2EMBED.,PENODBT., I - EDGE DST. 9GD�.E%T.00IXVS " .GEE NOTES CA4EHMDENEO COL VIAL 112'LONG. WMDOW,DOONL FASTENED INTO MASOIitYlOC11C. DOORBUCN NRYAACFC. 12 DIAR WASHER EPAlKpN BOLT 21'°C 1'EM3- PDMT, 3-EDGE DST. wHn°w DD« CARE HARDENED OOL MDOW,DDMIFAGTENEn TPAPro CONTACT THIS ENGINEER FOR SPACING . PT, DEE NDTEL NAx 112 LDNc. GGE [) MrD MAGDNnYroDNc. MADDNnYIGDNc REQUIREMENTS XT.9WMG OOM RICKL PT, BEE NOTES T!)L19gA NO WASHER TPPCON' FASTNDR 10"dC tt?EMBEG�END. UST., 112'EDGE DST. NpFBEMMG W000 W.-CONC.9LAB 12" EK=T- If CIC PEMBED.PEND Wl WASHER DOLT DST., 3'EDGE DIET. APT WM°CW EUCK 0.138'P-21ID' pOIG EN..OST., I IIY TO STEEL COL., SEE WIWA9NEA 9TAGGEREO 1 EDGE DIG'. NOTE S 11. 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 / O NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAP DUTY PINS R EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA O THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE O WIDER AS THE DOOR R WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCRS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 A 94 994 y Y F4 Ia i0 W 2} 14 $$o@ Ca$ 3VHDI`I. Ae LoTil ABBOTT PARK LOT #2 BLK. #11 PROJECT* 04181.000-02111 UODEL" 3EAB "1504- ALLEX" GARAGE BIWMG: LEFT PAGE: DETAILS 160 PH a C dol AW T& 7