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Home My WebLink About7364 Sail Clover Ln99 91504-3EAB-ALLEX9 HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Pax: (813) 740-9715 ALL WORK SHALL, COMPLY WITH PREVAILINQ CODES FLORIDA SUILOING CODE. NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE' CITY OF ZEPHYR I PLAN EXAMINER STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -!'IDRIDA M=mG CODE, m mznul, 7M EDITION (20110) -AIL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL GROUP R3 -coN3lRucrlox TYPE - VB :CONSTRUCTION INTERIOR FINISH - CLASS a -BASIC WIND SPEED - vl,1t=180 MPH Vasd=124 MPH -1-STOE(POSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL STATE CODES ABV. ABOVE A/C AIRCONDITIONTNO ADJ. ADJUSTABLE ALT, ALTERNATE e'D BOAAARDALI GE AB CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMI D. DRYER DBL. DOUBLE DG DUAND DIA. DIAAMETERP� DIM. DIMENSION DISP. DISPOSAL UP. DEEP DR DOOR D.S. DOWNSPOUT DW DETAIL D.W. DISHWASHER EA. EACH EELEVATION EQ.Q. EQUAL EXH EXHAUST Fo FX FI `EDGLASS F.G. FINISH FIN. FsnsB PLR. FLOOR FLUOR FLUORESCENT FIG. P� C�HDOOR GAR DISP. GARBAGE DISPOSAL O.F.I. GROUND -FAULT CIRCUIT GLASS INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.H. HOSEBIB H.C. HOLLOW CORE HDR. HEADER HOT, L. IOR FIT `NSULLAATION INT. INTERIOR LAV. LUM. MC. MFR M MT N.T.S OC. PL P.B. PH PLr. PLYWD. PT. R. RAD. RAG, REF. RM. SC.ILO S.C. S.D. SH. SITC SHTHC. SIIM. SE STD. STD. SWS TEW T.O.C. T.O.P. TYP. TYP U.N.O. V.P. W. wo. cWVDHw. wi. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM THRESHOLD MEAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PPGLAZRESSURETREATEDOV0141 RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM SOLID OPENING XT SOLID SMOKE DETECTOR SINGLE HUNG SHEET SHEATHINGPG IMIS SLIDING STADINGND GLASS STANDARD SHEAR WALL SE RE GLASS TOPOFCURB TOP OF PLATE TOP OF AB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WATERWWINDOW HEATER WROUGHTIRON DATE DESCRIPTION OSR7/IS CONSTRUCTION DOCUMENTS ISSUED ARCHITECTURAL SHEET # DESCRIPTION Eq�g pL[yI MAINTENANCE PG CS -COVER SHEET PG GN- GENERAL NOTES PG Ai -FLOOR PLAN PG A2D-ELEVATION "D" PG E1—ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml -MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 03RSo9 REVISED LINTEL SIZE • ENTRY aravg ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK BODES n ADDED SOT) LAYOUT �� 8 gppEp OFT. 8'•m' CEILING HEIGHT 0YOU20 REPLACEUSPCONNECTORSUTHSPIPSONCONNECTORS 04/13/20 OFT. W-9)' C.e. WIT.- REASE ARC"Y HEONTS MO MC UPDATE OU0341 ADDED SOFFIT DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALGC.GS LIVING I904 SGi. FT. GARAGE 39m SQ. FT. ENTRY 31 SQ. FT. LANAI e6 scL Fr. TOTAL Zmll SQ. FT. STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG S1.lA—DETAILS PG 81.1B-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.iB-DETAILS PG SNi-DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTTON BASED ON THE DRAWING SET. 11 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 s e r z SUHDIV, &c LOT: ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODELc 3EAB "1504-ALLEX" GARAGE s11INO: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTE3 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT'S 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3, AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN : -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/:INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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) R NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHE ET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMEING 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 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTENOR CEBJNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W" DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTS 1, EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 11 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003326 r cl 4 Bt{JHDIV. & IAT: ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT* 04181.04B-1213 MODEU 3EAB "1504- ALLEX" GARAGE B`IING: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C d b .0. 3052-6H EGRESS 3052-SW EGRESS C WY-fQA .1I11III - s IIII � IIII BEDROOM Ir PANti L, � l3!-SH� � BEDROOM IBATH# � BEDROOM#3 vn = N COATS i -f w io 7 I v 0 .9 n n GARAGE 8 r 22. 6 4 W-m' U.G. 1 w_ic 1� ---`" BATH#2 _0 ---I HALL ul>2-0 BOLLARD m - —_ _— J- m 0 81-C CIA B/ AS REO. c0 IR•ISN b2 RANGE b209'-m' PER BLDG. io I e I�HEN OPT. 9 1, ---11111111. - Ii° LIVING ROOM IIi� s'-m' U G I d; s'-m'cLG .LANAI 04�$ODEsv1S 2-a ' II -A {w.a I1 I v2-B8'-4' 2'.4• 3'-8'2'-10' — 5'-6' 2'-8'. 1 I I a DINING ROOM j a m cc 1 ENTRY I v I I I N. I� e'•m' U.G. I "' I POYER _ I I I PANTRY I e'-m' CLG ^a V-m' CLGL I m e e y was -cm 18'-4' FLOOR PLAN SCALE: 1/4 " P-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SQ.FT. CALC. S LIVING 1504 Sa FT. GARAGE 3w sa FT. ENTRY 31 Sa FT. LANAI " So. FT. TOTAL 2011 $a FT. MASONRY/FRAME WALL LEGEND 8''-0® L UNA ON PLANS BRG. HGT. VARIES 4' INTERIOR LOAD 5RG.WALL UND. ON PLANS 4' INTERIOR NON LOAD DRS. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'8' -ALL EXTERIOR DOORS TO DE 8'-0' UNLESS NOTED OTHERWISE CCIPOW NO CLADINIG MO LOU &=IND O F0W FOR B BEOOID G= 01` I BOWYE ME 1lOM°IINBD0IN FOOM NBTYIE FOOIAOE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 1s 5 36/-41 DR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 OAD. 112 5 31/-38 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 12'-7" 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. C L. TOP PLATE 0 M BAR DETAIL A SCALE: 1/2'•1'-0' • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407.7744078 www.abde•igngroup.com AA #: 0003325 go � ' g Z VA W 0 Z L J svHDly. a� ABBOTT PARK' LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODEU 3EAB "1504— ALLEX" GARAGE OWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C DA 10/28/21 SCALE: 1/4"=V-0" 83H EET Al FYPON BRACKET BKTIIXIT OR EQUIVALENT SHINGLE ROOF 4' RAISED BAND b' RAISED-1 ( BD (TYP.) I I a a 4B I I I I I oa I 1 I I 8'-0' BR'o. HGT. r•m• 0'-O' FIN. FLR BLDG. HGT. 4' FRIEZE BAND ITYPJ 12 SHAKE SIDING AS �b SPECIFIED (TYP.) b' TRIM BOARD /— (TYP.) 6. h1i�9 / B DISED FRONT ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH 12 4- OFF RIDGE VENT _0. LIGWT 4' RAISED BD (TYP.) OFF RIDGE T 5'-0' ERG. HGT 0'-m' F[N. FLR III REAR ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH o8-0� I I I I i0 m I I I I I I I - — - — - — - — - — - — - — - — - — - — - — - — - — - --------------' --- - ----- OFF RIDGE VENT LEFT ELEVATION SCALE. 1/4 • 1'-0' TEXTURED FINISH OFF RIDGE VENT I 4B I I I I i roE: I I I I I I II 0'-O'FIN. FLR ♦.. �__—_—_—_—_—_-------_—_ �;+ _—_—_—_—'—_—_—_ RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH 8'-O' BR3. HGT. '-------__----'—'..I __—b0 0y F�N.FLR 1 OF ATTIC FRE E VE NTIIATI ON AREA R EQUIP ED JIRED VENTILATION AREA REQUIRED VENTILATION IN UPPER ION OF ATTIC RIDGE VENTI IATION AREA 1L# OF VENTS REQUIRED 0 '-0' ERG. HGT. e 2232 SQ. FT. 1/ 300 e 2232 /300 e 7.44 = 1071.36 SQ. IN. _ .sx 1071.36 = 535.68 SQ. IN. (BALANCE T O BE PROVIDED IN SOF FIT OR EA VE VENTS) = 115 SQ. IN. PER VENT = 4,65609 = s 2- LOU R DETAIL A SCALE, IR • I'-0' 144i N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com l AA #: 0003325 1 � WW 3 r N r go rr it all SUHDIV. & I.OT: ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04E-12131 1LODEIa 3EAB "1504-ALLEX" dwRAGE SMING: RIGHT PAGE: ELEVATION "Y' 160 MPH EXP. C gq �' LAANLO w� PawTE:RINT 10/26/21 SCALE: 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125V OUTLET 20 AMP SNSLE POLE IIOV OUTLET IIOV OUTLET 10 O OURET UAL® ro Mural ==@ GFI Nov OUTLET EOBP1m ENr0 LL NIEETNT [TAMP[PAR RESISTANT TTPEI 220V OUTLET (4) CIE cONacTION EX r. WMTEI!•ROM OICUD FAULT -tom- GPI OUTLAT NTopifte ER SWTC14 DUTCH 3-WAY OPER SWTCN 4-WAY OPER ^�4 ' ' V N4ILMOWT® LIGHT CEILNG I— Q LED CLG LXWT LED VAPae ©VP PFWM LIGHT @ VP VAPOR PROOF LIGHT @ REOLSSED CAN eV VIT. FAN 1 a7'T PER eO. FT. WRIT• FAN uNtaNrt I---- OM PER - Fr. VANITYLI (a'EUL TWO OY Em FLUORESCENTARMIN eRAP ® RouNO [�CE�SSED) "'BsEMP H L AROISO [8U1+ MNTJ Y 1•LLOIRSCoW 4' PLUOIESCBIT I�--e--o--ar+ CO C 4' TRACK LIONT PANEL Nib METER OS.D. SMOIQ DlTEOfOR �SIC.tlA ICI WALL MOUAED sCTT. s4oE.1t 1 MIOIQ DETECTOR W-Hism= ® Opwo cameoNSHALL �� HYM-COEC170 BE A DISTANCE OF NOT LENS TIEI 4' PENDANT L1OHT E� NATURAL GAS CUTLIIT TS.EPHONE JACK UNTER NEATER �o� VVE�pLej a� Da�O 01EewaaCT , AIR Ca1DITIONING 10 l CH WE AHU DMCONVECT TELEVllWN JACK L BOX O,-pppT ro a NUFPDRTED N A u/ PO ITAIgD Y NC44 FOR "ANIXV S S cERM BOX IIwdIWpSIc c[n NG FAUWLIONIf TO M SANCa ED N ACCOIOA NF OOR M1AIEQD Y SUCH role S S noon 24' I CANDMCBIT LIGHT STRIP onnnna SS• N-4NDIN B/T LOW STRIP none p• MCA 096CMIT LIGHT STRIP NLGOD LIGHT OPT. IKEYPAD PE PUNT-mr— Pm cNN'IEs ues FT1Rf • LOCATION OF TV JACKS / FMCNE OUTLETS I1"TO BE VIRFED • HOMEOWNER PRE-COISTIEDTIOI MEETING. • ALL B 120 AMP BRANCH CIRCUM TO BE ARC PAULT 7MOTED PER ELECTRICAL ill F"ION 6 OF Pam ITON (2020) I NEC N1012 Zan EDITIOI. • 20 AMP DEDICATED LAUNDRY CIRWIT. • GPI • ISLAND (NOT ON UGTC4EI CIRCUIT) • DISSWSEI! D18021,1IECT TO BE LOOKOUT N PANEL • BAT WSOCM EXFWBT PAN TO NAVE MN. CAPACITY OF SO CRT INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MOO13 M0201 • DERECEPTACLE LAUNDRY ROOM SMALL BE GROUND FAULT OIRWIT-NTERREe1IR PROTECTION FOR PERSONNEL ON FEEDERS • WRING METHOD $NULL BE NON METALLIC CABLE PER ELECTRICAL. PROVISIONS ar Wit • ALL WOW TO COMPLY MTN CAL PROVI IONS OF TIE PaaW NTH ED [tetez 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPL7 IT14 ELECTRICAL PROVISIONS OF THE POCK 1TH EDITION [2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS, B. ALL CONDUCTORS SHALL BE TYPE THNN/THUN UNLESS NOTED OTHERWISE. POSER COMPA TRANSFORMER PROVIDE E0 AMP, D0440 VOLT, I PHASE SECONDAIM ELECTRICAL. SERVICE. PROVIDE 3'1 COPPER (CU) IN 1412" DIA SOIEDW.E SO PVC CONDUIT OR PROVIDE S 4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 00 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO BID. I I I � I LED LIGHTING @ SINGLE LAV. BATH 4 PROVIDE "AS CU, THLW • Mb CU IN 2• CONDUIT OR N %M AL. TH . 1% CU IN 2• CONDUIT OR 2/0 AL SEA [CONDUIT TO TERMINATE ABOVE SOFFIT a 47VE104IAW- CO BINATIGN SERVICE ISO AMP DISCONNECT BETCH AND GO!!40 VOLT M ELECTRIC METER IN I KAOSE NEMA SR ENCLOSURE ML PANEL ISOAl2P TELEPHONE SERVICE CABLE TEL BInS.ANCH SERVICE ENTRANCE EQUIPMENT BOAPMRNT INTERSYSTEM SONONG TERMINAL AT LOW VOLTAGE tatECTION& I E4 CU SERVICE GROUND CONNECTED TO CONICIETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF T1 E FBCR M'A EDITION (2020t SAS" DIA X 0 FT LOW COPPER CLAD GROUND ROD 3'-0' i W w 1 _ \----------/ LED LIGHTING @ DOUBLE LAV. BATH M BATH#1'I PRE -WIRED I/ CLG FAN PRE -WIRED CLG FAN ) BEDROOM#3 Sn L L �oo �_WI UP O wfiti T 1, BEDROOM #1 1 SO ��^(tW.1.c. I 1-6 iV ---------J - GFI 0 GFII I TV PICOI CEILING MTD, I I LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR li PRE -WIRED I OPT. FAN CLG FAN I OUTLET FOR LIVINGROOM, DISHWASHE i 1 I�TCN@t LANAI ` I WIP � I GFI __ I rLAMRY L-----qp METER FIELD VERIFY LOC. I N7 r•:+rvcl IRRIGATION®- OUTLET • 48' AFF. I PIE -WIRED CLG FAN WALL MOUNTED '� • Q _ KEYLESS LIGHT W/SWITCH IN ATTIC FIXTURE "0 aD BEDROOM #2 � Q9 L J GFI ` _ GARAGE BATH #2 II / L O P.B. FOR I GARAGE DOOR LA DDW ROOM `yz0 ull OPT, GF D. !lOYEl `---- 1 a ENTRwP ELECTRICAL PLAN SCALE: 1/4 • F-0' OPT. COACH LIGHT I ` I `\ I I I I i I / I I ' 1 I I I I I I I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 A R y C1 cW 0 SLTHDIV. ae LINT•. ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT 04181.04t-12131 MODEL& 3EAB "1504— ALLEX" GARAGE 81rMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 2� I"PRINTDA 10/28/21 SCALE: 1 /4"=1'—O" SHEET E1 GOND PLUMBING PLAN SCALE: 1/4 • 1'-V KIT< VTR PLUMBING RISER d N. RONALD REAGAN 81 LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 w 8 s SLJSDIV. Ae LOT: ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT �< 04181.04B-12131 MODELa 3EAB "1504—ALLEX" GARAGE SINIATG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C D TEE:: NT to/zs/zl SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL 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 FAD 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FDC 1TN EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL. AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/Sh10KE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACOE86 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC4 DBF 5006TER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V,C OPTI/SPEC OFLOOR SLAB CLEAN -OUT (T COUNTERSUNK G.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED g)EXT. GROUND CLEAN -OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 0 LIGHT O/A OUTSIDE AIR ® THERMOSTAT IM PASS-THRU AIR GRILL ATTIC AIR SUPPLY� AIR EVAP. TRAY ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC.10 W/ (2)-3A6'X2' TAPCON5 UNIT R SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) REFRIGERANT LINES °BXI I/4' $WT. MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB NOTE: MAIN CONO. DRAIN 3/4' DIA. 1 OVER HEAD • 12' FROM STRUCTURE p REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE L. IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3011.4 HVAC DRAINS MECHANICAL PLAN SCALE, 1/4 " I'-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngrou p.com AA N: 0003325 m i N W f 0 x A L avaDIV. ae LOT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT#. 04181.04B-12131 MODEL 3EAB "1504- ALLEX" GARAGE ISIMMO: RIGHT PACE: MECHANICAL PLAN %160 MPH EXP. C F—PIATZ: UNT 10/26/21 aCALE: 1/4"=l'—O" u*mwr M1 J.�,.� 2X4 TOP PLATE emp PRE-FAB TRU88 IF1' CLG. BOARD 1/2' DRYWALL SECURE BT. BTUDB 24- PLATE PLATE TO BLAB Or_ Ift MASONRY NAIL • 37' O.C. MAX FN. RR ITIONS SUPPORTING HUNG PLUMBING MS AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (2)TYP. INT. WALL (NON— BRG. ) D1 SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-0-4 TRUSSJ/ MTL. DRIP EDGE J 2x FASCIA PER 1 _0 ELEVATIONS TYP OUa. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ 3 0/8, OR 5 1/2' DRYWALL 3/8' TOP C14ANNEL (25 GA) I/2' DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS, AND TUB/BHOWER 25 3/V BOTTOM GA. METAL TO BE INSTALLED CHANNEL (25 N ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED 16' O.G. AT 2ND TO CCNC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM RAF A TO WALLS W/ TILE FNIBH WOOD FLOOR W/ 1/4' WOOD SCREW ..._. ..., _,._. ..... ►_,�♦ . • NOT ♦ • ♦ �� 104 ♦ REBAR �1 r� ��♦�:_ — — rj ►� ! �♦♦� I �� ia i'i'� ��i�iTiTi7i�i♦i�iTiTiT��i�i♦i:; SOLID GROUT THE 5OND C�E - �FNISH FLOOR 1—STORY TYP. INT. WALL m PIPE THROUGH BOND BEAM 1A METAL STUDS (NON—BRG.) 29 SCALE:3/4'.1'-0' lllD1 SCALE. 3/4'0-0' 7' GYPSUM BOARD 45/85 1/2' HIGH STRENGTH Cl BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRJCTURAL PER ELEVATION R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 24' OC 8' CMU 1/2'GYP. ILL. BD. — WOOD BASE � n W/ WINDOW OPENING N FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY — }0'-0'FIR FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609 5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE' s/4 .I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING: THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 1. 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT--/-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR V CMU 28_GAS LINE THRU BLOCK —2X4 SPF 24' O.C. MAX. — SECURE! W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS-- BTIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL -Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2'GYP. ILL. BD. - WOOD BASE— s GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-®' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS FIN. PLR ti ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ` ACCORDANCE WITH FBCR 2020 a' 'ITH EDITION, SECTION R301.13 AND 160 I.5.1. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: �11—STORY GABLE BLOCK WALL METHOD BE USED FOR THE INSTALLATION OF ROOF D1 SCALE, 3/4'.P-V UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 9TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONAL D REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA UU: 0003326 rT' BBOTT PARK LOT #12 BLK #13 PHASE #4B OJECT# 04181.04B-12131 MODEIi 3EAB "1504— ALU)C' GARAGE OWING, RIGHT PAGE: DETAILS 160 MPH EXP. C D = NT 10/28/21 SCALE: 1/4"=1'- 0" sFIEET 1111,1 D1 TDP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (IJ V2' X V J-BOLT W/ 4' 11 EMBEOMENT WV 2' X 2' X VS' WASHER 4 NUT OR W/ (21 2' X E ANCHOR BOLTS X VS' WASHER / NUT IE 0 CUE 2x4 0 TO BLK W/ R 1/4'TAPCONS 1 1/2' EMBED. V OC. 4- END DIST. I V2' EDGE DIST. W $1 2X6 C ARAGE DOOR BUCK SECURED WV (b) V2' X V J-BOLT OR ANCHOR BOLTS, WV 4- MR B9BEDNMENT, UV 2- � X 2' X 1/5' WASHER 4 NUT. (1) WITHIN S' OF TOP, (0 WITHIN V OF THE B7M, B (3)EVEN.Y SPACED. m IE O NOTE& ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURE" INSTALLATION INSTRUCTIONS UXEIE SUrW INSTRUCTIONS AM MORE lSTRINMINT GARAGE DOOR )BUCK ATTACHMENT D2 4CMJ, vr.re 1'X4' S' C'Il P.T. NA DOOR DOOR IR' DRYWALL IX4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4El NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A 1PIKDOW TO BLOCK +3/4" OR +5/4" 2X4, = SECURE TO BLOCK UV 3/16- TAPCONS (MK SHANK SIZE J46 MIN. HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN V OF EACH END / IS' O.C. MAX SPACING. 2X6, SECURE TO BLOCK WLN7) 3/16' TAPCONS (MIN. SHANK. SIZE J45 HEA D AD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN W OF EACH END 4 b' O.C. MAX SPACING. IR' DRYWALL 2XS, ® I'X4' SECRE TO BLOCK P.T. NAILER WN2) 3/16' TAPCONS DOOR CASING MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEC41ENT 1 V4') WITHIN V OF EACH END 4 b' OL. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB B JAM(DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B A TO BLOCK +1 1/2" 2X4. SECURE TO BLOCK W/ SAS* TAPCONS (MIN. SHRANK SIZE .Wb MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 b' O.C. MAX SPACINi& 2X6, NOTE, SHIM AS NEEDED TO PLUMB B JAM(DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B A TO BLOCK +1 1/2" 2X4. SECURE TO BLOCK W/ SAS* TAPCONS (MIN. SHRANK SIZE .Wb MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 b' O.C. MAX SPACINi& 2X6, SECURE TO BLOCK WN2) 3/16' TAPCONS (MIN. SHANK 61ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4') UT14H V OF EACH END V (:M11J Oa MAX DPACIH4 IR' DRYWALL 2XS, SECURE TO BLOCK a I'X4' UV(2) 1/16' TAPO" P.T. NAILER (MIN. GNAW SIZE J40 TM' BAD. X 4' MIN. MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4'1 DOOR CASING WITHIN V OF EACH END 4 IS' O.C. MAX 6PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/18" ` mg TO BLOCK +1 15/15" 2X4, SECURE TO BLOCK W/ 3116' TAPCONS (MIN. SHAW SIZE J49 MIN. HEAD SIZE -S" MR EMBEDMENT I V4') WITHIN V OF EACH END 4 b' Of- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOM THRO" NON-STRUCTURAL WoTV 3/16' TAPCONG 3A6' TAPCON MIN. I-V4' (MIN. SWANK 612E .14b EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN V OF EACH END S' C" IU 4 b' Or- MAX SPACING. 1/2' DRYWALL 2XS` ❑ SECURE TO BLOCK I'X4' W K2) 3/16' TAPCONS P.T. HAILER (MIN. 614AW SIZE Job DOOR CASING MIN. WAD SIZE 300 MIN. EMBEDMENT 1 V41) WITHIN V OF EACH END 4 b' = MAX 6PACW- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAKB TO BLOCK +2 1/4" /y111RQD01► TO BLOCK +2 1/4" 2X4, ® 2X4, m SECURE TO BLOCK SECURE TO BLOCK W/ WAN' TAPCONS (MIN. 1/4' TAPCONS (MR SHANK SIZE .HS MIN. SHANK SIZE Job MIN. HEAD SIZE JIM HEAD SIZE 300 MIN. EMBEDMENT 1 114.) MIN. EMBEDMENT 1 V4') WITHIN V OF EACH WITHIN 8. OF EACH END 4 IV O.C. MAX Elm 4 W O.C. MAX SPACING. 6PACING. 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK WN7) SAW TAPCONS WN2) 1/4' TAPCONS MIN. (MIN. SHANK SIZE .14b SHRANK SIZE J45 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MR EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 UNTNIN V OF EACH END 6' cm WITHIN V OF EACH END 4 IV O.C. MAX SPACING. 4 IS' O.C. MAX SPACING. IR'DRYWALL 2X1k ® 2X8, SECURE TO SLOOK I'X4' SECURE TO BLOCK WK2) 3/16' TAPCONS P.T. NAILER WXV I/4' TAPGONS (MIN. SHANK SIZE A45 DOOR CASING (MK SHIRK SIZE J45 MIN. MAD SIZE 300 MIN. HEAD SIZE JIM MR EMBEDMENT 1 V4.1 MR EMBEDMENT 1 V4'1 WITHIN V OF EACH END WITHIN S' OF EACH END 4 IV or_ MAX 4 IS' OG. MAX G. SPACIN DOOR JAMB OR WINDOW BPACMG. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIN AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" @NNPTn nrnrrc +a" 2X4, SECURE TO BLOCK W/ 3/16' TAPO" (MIN. GWANK SIZE .HD MR HEAD SIZE 300 MIR EMBEDMENT 1 V41) WITHIN V OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/I6' TAPCONS (MIN. SHANK SIZE Job MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') W1THN V OF EACH END 4 IS' O.C. MAX SPACING. 2XS, SECURE TO BLOCK W/0) 3/16' TAPCONS (MR SHANK SIZE 14D MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 b' Or- MAX 6PAGING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TH ROW H NON-STRUCTURAL 3A6- TAPCON MR 1-1/4' EMBEDMENT INTO BLOCK 8' CMNJ V2' DRYWALL mI'X4P.T. NAILER DOOR CASING NOTE+ SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2NC 2X SECURE TO STRUCTURAL MEMBER UV(2R2d WITHIN V OF EACH END 4 6' TO V OC, MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTUES DETAILS. DOOR JAMB TO BLOCK +3" F q- NOTE, 614IM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') e' C9U N' DRYWALL 1'X4' P.T. NAILER 1/16' OBD. X 4' MIN. i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3 7/15" ��ND�011 TO BLOCK +3 7/18" 2X4, m SECURE TO BLOCK W/ V4' TAPCONS (MRL SHANK SIZE J45 MIK HEAD SIZE -%W MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 IV O.C. MAX SPACING. NOTE, STRUCTURAL 2X MOT BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WN2) 1/4' TAPCONS (MIN. 3A6' TAPCON MR 1-1/4' SHANK SIZE J45 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END V cm 4 b' OC. MAX MACNWG. VY DRYWALL 2XS, ® I'X4' SECURE TO BLOCK Lj P.T. NAILER NS WX2) 1/4' TZSIZE P X 4' MR MIN. SHAN.145 P.T. MN. HEAD 300 MIN. EMBEI V49 DOOR CASING WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. DOOR JAB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO FLUTE JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" p �eOw TO BLOCK +3 3/4" V1 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdasigngroup.com AA S: 0003325 tub BUDDIV. de 1:OT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181, 04B-12131 MODELr 3EAB "1504- ALLE)C" GARAGE SWIMG: RIGHT PAGE: DETAILS 160 MPH EXP. C D rpTE 110/26/21 DCALE: 1/4"=1'-0" $BEET D2 PIEPOPIMED CONTROL JOINT R.ANME OF CONTROL JONTS Td BE USED TIED TO LATH P 9' OZ. MAX (VERTA MOM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES UV %. LEG MAY OR USED TO TEMP. SECURE CONTROL JOIN' OU NNG INSTALLATION ------- FASTENERS TO OE SPACEO • T' OC. MAX VERTICALLY 9' 8C 3 COAT CEMENT WRO LAYER 4. FORTPIOER BUILDING PAPER APPROVED METAL LATH FASTENED .T' (VERTJ O.C. MAX AT SUPPORTS URGD LAYER -1, STUCCO WRAP WOOD ON FAT14NG iiiziR.MM ii�iWAMIME NO I LATM OHALL THROUGH JOINTS BUT SM BE STOPPED A TEED AT EACH SIDE. PROVIDE 2X4 ONLOOKING PER ASTM CI063 PLACED FLAT MAX. 6' TO 8' PROM CONTROL JOINT W4EN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO OE NAIL6 OR\ �— STf%=TUl AL STUD STAPLES IN COMPLIANCE V ASTM C1063 2. WIRE TIES TO DE (NO. IS) OO4TS' WIRE 3. OLOCKMG SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN flWl�l � � �IININIII�IIgIINI III . n"M" TYPE CONTROL JOINT OL TOLD NWARD a Pr. A O L F0.D NWIp a PL ®� 1 MAN . Pr. e TOLD OL FOLD NN14R1D . ® L R7LD UAUYo . R. A rr. A a COWAN a Pr. e �. COWAN. Pr. e x COWANa Pr, c x COWAN Pc c e TWL PC.O TaRDIeS ® 6DTn71, FLA,RU ® ®reoLTMD MOTM" R-""� IMTOI T. WEAL 1". on eGL cur. APPROVED BUILDING URUAP SMALL ON LAPPED A MMR'L" OF W • VERTICAL LAM (ROLL ENDS) 4 6' • MONZOITAL LAPS. ALL S[AMS NEED TO BE TAPED LATM VERTICAL LAP 10 BE 1' WITH FORTIBER SHEATHING; TAPE / r nN, LAP . tETAI LATH \ PC X X X X XIT X 7 METAL LATH W O LATER 9, I Y THIG44 3 COAT CEMENT STUCCO WRAP I PLASTER • nN r LAP Y / METAL LATH WRIS LAYER BUILDING PAPEFORTPIOER/ I WORD LATER 4, PORTPIOER BUILDING PAPER \ / I STUCCO UAW WOOD SHEATHING r MN LATH LAP. " OY4R 2 BCALEr 1 I/2'. ®� ALL LAr ® KICKOUT DETAIL ICK 3 COAT CEMENT iTER GRAIN w 2 COAT a FLAS:R (CPW LAYER V, FORTFIBEIU 2N9 PAUPER (FORAM GN LY) LAYER % CO W APG ONLT) AYWIS M M&DM ~ NA JM MA4W STOP N7L M AeV[O �N�'! COLT) I p� —Pwm OR CM! FX1N3eoll 1 I I e.0 WALL FLASFIrIS KKXA �y PO W= WALL KK N.AGW4 AT 110MM M ROM a WALL NTMUW CM NY 01100it" NOM SIDE LAM OF METAL PLASTER OASES SMALL BE SECURED TO FRAMM PIEMBERH. THEY SMALL OE TIED BETWEEN SUPPORTS WITH OD4T6-N (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. FOR REPAIR OF TEARS IN WRO LAYERS, TEARS MAY BE IDATC14ED W04OUSE WRAP TAPE PER M~ GPMOR PEEL 4 STICK WOOD SHEATI OUILDI PAPEF 6TUCC WOOD SHEATHING - OR CMU -WRB LAYER "I, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) -METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 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 O"L" FLASHING N.T.S. 4k4' SELF -ADHERING MEMBRANE FLASMING ICOMPATIOLE W/ MOUSE WRAP MATERIAL) OVER APPROVED MORE WRAP. 1' OR LE66 PIPE PENETRATION CUT STEP M 6. 4• v 6 A6' SELF -ADHERING MEMBRANE FLA6HMG (COMPATIBLE UV MOUSE W1tAP MATERIAL) OVER 4'z4' SELF-ADHERMG MEMBRANE FLASHING OVER APPROVED *� HOUSE WRAP. v'` } �' FLAMUUG To F_YTPND ONTO PIPE STEP CUT AD OVERLAP ONE SIDE OF STEP 02 FLASHY u.RS LAYM % 6TUCCO WRAP DRUB LAYER 9, FORTF49ER BUILDING. PAPER PETAL LATH 6.6' 6ELF-ADREPW40 MEMBRANE FLASHNG OVER 4'K4' SELF-AD14E10IN3, MEMBRANE FLASHING OVER APPROVED MOUSE WRAPR, PLAS4N3 TO EXTEND ONTO PIPE 4'.4' 6ELF-ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. FLd841SNf� TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED MOUSIN~ AIR INFILTRATION DAIMER OVER SHEATHING ELASTOMENC COATING OVER STUCCO/ QV. PN16W (6EE TYP WALL SECTION) SECTION PE S CTION oURRr rsltn.nano uN.rsm E,ownor uee of por8.nd ce"Rnt pl.. r then co Oy with the .pplimtion r.q.. nt. of ASTM C U28-18b. It q '[.tbn Pf BxEBnor I.IMrq and fr.r g .hall —ply with ASTM C 1063.19., or ASTM 1787. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LATER *1, STUCCO WRAP) LURE LAYER *2 (FORTIFIBER — ------ — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116 ° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-a4l-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) d N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003326 NOW � @6 WIN, aVHDIV. & LOT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODEL' 3EAB "1504-ALLEX" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 H EXP. C �3 D A•EE. 10/28/21 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD INSTALL W SELF-ADF-ERNG MEMBRANE FLASHING OVER TOP, SVE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2_ SIDES, 3. TOP VENT CAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO IBE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.Yi CAULK— • JOINT ALL AROUND PER SECTION R703.7 Exbwlor lathing W W gleWtarirrg Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER -1, ..x . STUCCO WRAP I .: HOODED VENT c. i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1. STUCCO WRAP UPS LAYER 4, FORTIFIBER BUILDING PAPER WOOD C4"TUCTICN -METAL LATH 8' CMU VINYL CASING BEAD &' RAISED BAND ITO K' "an.ni�� , wee ar�.eeen 6' WIDE STRIP SELF ADWE61VE FLASHN^s, CLEAN MASONRY BEFORE APPLYING 2 FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (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-641-14a, 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 PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP E SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO f+l�c�+ Z rcc�.clvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK 3 COAT CEMENT PLASTER Y6' TO Y6' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )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 01, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING UPS LAYER -1, STUCCO WRAP WRB LAYER 9, FORTIF15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 1' Or- MAX V TO)P MID -WALL wee orPeen 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APMYW. V FINISH . MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER •1 STEP #1 STEP #2 LAYER STUCCO sTucco WRAP 9 STEP #3 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP go" RM vi{MEMBRANE FLASHING �- WIRE, LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE E 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774N3078 FA%: 407-774,4078 www.abdea,gng_up.corn AA0:0003326 r BVHDIV. NRC L+OT•. ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODEL: 3EAB "1504- ALLE)" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS V.160 MPH EXP. C 202 t Aa \ I D .ICE:, 10/26/21 SCALE 1/4"=1'-0" SHEET WA2 WOOD SHEATHING WIRE, LAYER 1, STUCCO WRAP �D WPM LAYER -2. FORTIFIBER CONSTRUCTION BUILDING PAPER 1W HAT CHANNEL I' THICK 3 COAT CEMENT W96' TYPE 'X DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED - TO BFSATHNG BEHIND WEEP SCREED WOOD SHEATHING `� 4' POSITIVE DRAIN � � nee,a anaeen WRB LAYER 1,' STUCCO WRAP - THICK, 3 COAT CEMENT �` PLASTER _ 6' SENG AM66-U ,' WRAREING � FLASHING WRAPPED ` `` • TOP OF WEEP &CREED TO SHEATHING BELOW 1 . ' WRB LAYER 1, i STUCCO WRAP i WRB LAYER 4, FOWNPIE ------------------ BUILDING PAPER W SELF-ADHERENG WRB LAYER - FLASHING WRAPPED P STUCCO WRAP �± .DORMER OF CANTILEVER AMIGO AM66-WRAC-T&m CUSTOM CASING BEAD _ �� n 4' PG9ITIVE DRAM 112 i I�e:ee+ ar�oeen _ - --- NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.0 CANT. SCALE. 1 IQ'.I'-4D' NOTE: METAL LATH: LATH TO 5E PER SECTION R703.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL I BARRIER 42 �- d' THICK 3 COAT CEMENT PLASTER 5/&' TYPE 'X' DRYWALL METAL LATH R .0 4 PAINTED WOOD SHEATHING FINISH FINISH J, THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CASING BEAD -� L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON RESISTIVE 1 RESISTIVE 02 2�1 "- J' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH UVTEXTURED 4 PAINTED Wppp SHEATHING FINISH J' THICK 3 COAT CEMENT I HEADER/BEAM PLASTER 1 POSITIVE DRAIN CEP ar_Reen VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b RIP EDGE INSTALLATION EXT. WOOD FRAMED WALL "-FLOOR DECKNG PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER 1 WEATHER RESISTIVE - BARRIER •2 k THICK PLAST R3 COAT CEMEN METAL LATH - WOOD SHEATHING EXTERIOR GRADE DRY WALL ]' THICK 3 COAT CEME PLASTER VINYL CORNER BEAD LNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CN ATILEVER DRIP EDGE LEGEND DRAINAGE PLANE (UWR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER 51JILDING PAPER) METAL LATH STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING x—x—x—x 1.11 ill i,:,:.j 3' X 3' 26 GA GALV. FN16W LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET N FULL BED OF 6' PEEL 4 SEALANT, )P MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER I K'XI IYi P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot LLEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER 1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO -, , BARRIER 02 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE -- - --- SET IN FULL BED OF I A XI I)i P.T. OR SIMULATE SEALANT,Yj' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATERPROOFING FINISH LAYER (2 LAYER PEEL 4 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 PAINTED WEATHER RESISTIVE FINISH BARRIER 1 WEATHER RESISTIVE J' THICK 3 COAT CEMENT BARRIER R PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER GONER BEAD FASTENED TO SHEATHING B 1' O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14 A CORNER BEAD C9) FRAME 1, 2 1/2' l CORNER BEAD (FASTENER 4 SPACING a "I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ( � R�CORNER BEAD � BLOCK Y4' GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD WATER PROOFING:t- LAYER (2 LAYER PEE WOOD SHEATHING WRB LAYER 1, STUCCO WRAP rOLUhI SHEATHING WEATHER RESISTIVE BARRIER 1 WEA-44ER RESISTIVE BARRIER 4 6' SAP. \ -PEEL 4 STr_K i- I Yd*x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3. 26 GA GALV. METAL DRIP EDGE SET N FULL DEC) OF SEALANT, K' MN. SPACE FROM DRIP FACE TO TREX _ �-- PEEL 4 CONTINUOUS A' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL 5/9' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN -COLUMN SHEATHING iW SAP. -I Ya'x3' 'L' FLASHNG ,FULLY EMBEDDED N ROOF CEMENT I Y' X 3. 26 GA GAL V METAL DRIP EDGE SET IN FULL BED OF 6EALANTJ6' MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER j' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN uFee ar_oeen VINTL CORNER BEAD J (BROWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION (9) COLUMN / W /"T " VT ACT-TTT,Tt--N WRB LAYER P2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING---� FLASHING WINDOW FLANGE WRB LAY BUILDING METAL L< J' THICK, PLASTER 6'SELF-, FLASHINI DRIP C, WINDOW _. 15B CASING BEAD 0 WINDOW FRAME, NO BAND) SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 � 14 c tt 6 y IP BVHDINABBOTT PARK LOT #12 BLK #13 PHASE #4B ROJECT# 04181.04B-12131 MODEL: 3EAB "1504-ALLE)( GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C J9 DATE 10/26/21 SCALE: 1/4"=1'-0" 8HEET WA3 WOOD SHEATHING WIC LAYER ■I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER � METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING-- FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WIRE, LAYER ■I, STUCCO WRAP Y; GAP TYP i' THICK 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER s STUCCO TO SIDING TRANSITION � WIC LAYER -2, PORiIRISER BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER N, \ \ WRB LAYER M, STUCCO WRAP STUCCO WRAP '-- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED ` BE o"TR4TION V— GASING BEAD 'r YOND WOOD 6NEAT14ING i WEATHER M616TIVE WRB LAYER "'2, FORTIF15ER ■ BARRIER ■1 BUILDING PAPER ! G4RRICR 2 616TIVE 41 I ■ / \ METAL LATH r .�j; ■IL' x T Yl LAP NOW. / I 66'AOMM 4ERMG � THICK 3 COAT CEMENT � UPLAy�RjEVQ,'4eDAL�� y � I K, ueATWER RE616TIVE PLASTER "life ■ \ I DAIWER &'SELF -ADHERING �� erARTEIeeTIeIP ' \� \\ SAA"ideIE1Re1��F6lerrve FLASHING ��+` I �\ yIFNG�HERMG GALVD METAL GALVD METAL '2' FLASHING DRIP CAP ` WINDOW FLANGE CASING BEAD C� WINDOW 15 C ( FRAME, W/BAND) WOOD SHEATH METAL LATH WRB LAYER *I, — STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMEN PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SHEATHING WRB LAYER 01, STUCCO WRAP W FLA6HMG IXDI. TRIM _ CA&IIn \ X 6' b"A ATED UI�OD TRIM MEMBER Al MR�OR APVET 0 GAGING SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION 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) wom 6H DSAIIE�IER WRB LAYER 02, FORTIF15ER 1�XRETY�'AeP61oi BUILDING PAPER 661WI �� METAL LATH WARIER6TRIP— J" THICK, 3 COAT CEMENT PLASTER CASING BEAD @ RAISED 1 "7 A BAND ( FRAME) SCALE: \ THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME / WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) —UIRB LAYER $1, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANTS TO WINDOW /--METAL LATH FFL'A61HMG�RING LLEATNER PM616TIVE BARRIER ■I TO LAP 6' MIN. ABOVE TOP OF 12, FLA6HMG `rUBATHER RE6IOTIVE BAIWER M L LLEATHER MOISTIVE BARRIER 4 GIALV'D METAL W MA6HING IR i B�ELF-ADHERNG� \ I I I FLA6HMG THIMCAP WCAULKING C TER \1� I OR APPROVEALANT �W1M RE IOTIVE \ . ,--" UZATHSAMMEIR �616TIVe REATHER RE616TIVE E-Z LEAD VINYL GA6MG RAWER Q 11Wlli' FLEXIBLE PVG BAGGER ROD) SIDING TO STUCCO -ATwER RE6ISTIVE ® FRAME TO FRAME °A1d`IeR a � � TRANSITION lA WINDOW FRAME WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING I I I 1 I I WRB LAYER w, STUCCO WRAP I I 1 &' WIDE PEEL 4 STICK WINDOW FLANGE OVER FLANGE ; E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; BUILDING W FLANGE 4 BUILDING RAP WRAP ----------------------------------------------------------------------------------------------'` ( EZ BEAD WINDOW CASING LEGENIC DRAINAGE PLANE (WRB LAYER •I, 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 is L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 m v, 8 a E 5 � I H w 0 BUBDM & LOT: ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT* 04181.04B-12131 MODEL 3EAB "1504—ALLEX" . GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DTIM NT 10/26/21 SCALE: 1/4"=1'-0" SHEET WA4 CARE SHWID eE TAKEN IN KEEPING THE VENT PROPERLY 4'. 6" AND /T SHOWN IN 4" GN.VANIEED ALIGNED. VENT PIPE IS SEALED IF UTUZED. NAIL IN PLACE USING I -TIP NAILS AT EACH CORNER. ROOFING CEMENT SHOULDBE APPI DTOALLSHINGLEEDGESNEARTHE WTTHE GOOSENECKVENTOPENINGINTHEROOF WMR EDGE AND AROUND nIE ENt1AE PERIMETER A5 RECOMMENDED IN 8EVERE WEATHER COASTAL SHEATHING.SRE THEOPENINGINACDORDANCEIMTHTHE CONSTRUOTON ZONES. CHART SHOWMAN THE EVENT AMECHANICAL VENT FAN IS USED. SRE THE VENT OPENING IN ACCORDANCE MATH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCnl DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUING THE OPENING IN ME ROOF. QWOVE INTERFERING SHINGLE NAILS AROUND THE I-° PERIMETER OF THE OPENING SO THAT THE NNLING FLANGE OF THE VENT LAYS FLAT TO n ff ROOF SHEATHING. SLIDE THE TOP AND SIDE FIANGE5 OF THE VENT UPAND VN JIJ SHINGLESFT11ESTHE SOTTOM VENTFLANGES TOlAV ON THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL 11 NT8 CUT HOUSLUIll AT 4b' ANGLE MODFED 'I' CI N WCUSEwww LINE OF WINDO OPTTNING APPROVED NOUSEIRAP OVER SHEATHING OVER WD STUD WALL NSTALL S'— SELP-ADFERMG FLASHING OVER NAILING FLANGE JAMBS EXTEND FLASHING MI! P BELOW SILL FLEXIBLE FLASHING DO NOT KCAL DOTtOM RN TB'I"ORARLY — FOLD -UP 4 SlCWE NOUBEIYAP WON TUDC. FLAP DOER) att HEAD FOLD IN AT BLOB SILL RO. TO EXTEROIE \ STEP 1 STEP 2 VNYL HEAD FLASHNG WITH END DAFB) NAILING FLANGE INSTALL VINYL CAP MOLOED All BASE OF PIPE ANDOVER FiANC>g Al PLAS IM6 EM W. EDGE OF SILL RD. MECFWNICALLY PAJIJ FAN'ED EDGES.(CAP NAILS, STAPLES) INSTALL OUPONT R. XWRAP .AS TN FLASHING AT THE Pow Nouee~ Dom I TAPE DIAGONAL CUT A ACROSS HEAD OF WINDOW PLUMBING VENT DETAILS E, TS INSTALL S' IDE ADHESIVE - BACKED FLEXIBLE FLASMINS MATIMAL OVER DIgP CAP JOMT(PROTEOTO-WRAP BT-INFM- a EOUIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 OVER JOINT VALLEY CENTERLINE 3V WIDE VALLEY FLASHING i0 FASTNERS NATNN WORHEAVIER FELT S'OFCENTEMINE XIRAFASTNER5IN UNDERLAYMEM II END OF SHINGLE XTEND END SHINGLE ASPHALT ATLEAST I3'BEVONO f I ROOFING CEMENT VALLEY CENTERLINE "CIIPPEDOFF CORNER AT 48 DEGREE FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, N APPLY 061 HIU (O EQUAL) SEALANT 4 FLUID APPLIED FLASHNG(LANC.o WHITE -SEAL RC-ee OR EOTJAL). SLOPE SILL TO Ex L IT IS THE CONTACTORS, RESPON IMILTY TO VERFY THE COMPATIBILITY OR ALL PRODUCTS INCLUDING HOUBEUMAP. SEALANTS, 4 SELF -ADHERING FLASHING MATERIALS USED DURING OONSTF CTION 7. INSTALL ALL MATERIALS PER MA MRACTURERS WRITTEN SPECIFICATICNS WAIINN& SEALANTS MAY IEACT ADVERSELY F NOT CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IIJ FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH SEALANT wbmm L IT IS THE CONTACTORS RESPONBIBILTY TO YOWY THE COI'S`ATIBILITY OF ALL FISODIi INCLUDING SEALANTS A SE-F-ADHERING BASHING MATERIALS, '.. USED DURING CONSTRUCTION 3. FLASHING AT EXTERIOR WINDOWS AND DOOR OF4Ntill SMALL BE INSTALLED IN ACCORDANCE IT14 MANFACTLRERb NSTALLATION INSTRCTIONS AND APPROVED METMOD IJ OF PBC ll 1.1 IN ACCORDANCE W TH FENESTRATION MANUFACTURER'S INSTALLATION AND PLASHING INSTRUCTIONS. WARNIll SEALANTS MAY REACT ADVERSELY F NOT COFA�ATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesigngroup.Dom AA #: 0003325 Z SVSDIV. & L.OT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODELA 3EAB "1504-ALLEX" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS N.160 MPH EXP. C 0 n TES: 10/26/21 SCALE: 1/4"=f-0" SHEET WA5 \ 2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ I� 1/8' TEXTURED I FINISH a WOOD I �� 1/2' TEXTURED (I FINISH *CMU METAL FASCIA WRAP YS' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) METAL FASCIA WRAP 2x6 SUB SAND ---I �lz ©PLAN B \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY `\ ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) 1/8' TEXTURED FINISH • WOOD, I/2' TEXTURED FINISH • CMU METAL LATH \ WOOD SHEATHING OR Cm WRB LAYER -1, STUCCO WRAP (FRAME ONLY) WRB LAYER 12, FORTIFIBER BUILDING PAPER (FRAME ONLY) 1 11/8' TEXTURED FINISH w (WOOD, 1/2' TEXTURED FINISH 0 CMU 2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL i STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PLAN A ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND WA�'x4' NOTCH A 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 AME OR CMU LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32150 PH: 407-774.6078 FAX: 407-774-4078 www, bdeoigngroup.com AA. 0003325 F Am Moll 14 BtmDIV. at LOT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODEL: 3EAB "1504—ALLEX" GARAGE DWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C \AFyNO 93723 J D TE 10/26/21 SCALE: 1/4"=l'-0" A 8*mZTT dV6 01liZK- el N EON �� SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1..W1.4 OVER GENERAL 31/7, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING III PROVIDE CORNER BARS SAME SIZE QUANTITY SCHEDULEFOUNDATION,HEDU�G EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG TE-1 all SEE PLAN 8" TE-2 12, SEE PLAN FM-1208 17' CONTINUOUS 18" - 2 's FMC-12KIB 17' CONTINUOUS 18" (2)#5's VARIES F1-24x24 24" 1., 12, (2) #Ss (2) #5's (-)0'4' 7'-4" O.C. MAX TYP. U.N.O. 111111111 JAI ro 0�0_' _ TOP OF — — — — — — — — — FM-1— — — — — — — — — — — — — — — — — — — —1 — — — — FMGi2X18 — — — — "4 6 SLAB 1.1 'A 4 I u 1.1 4" CONC. SLAB I SIM v7 l /2" 49-1" I 20,-8„ I c V ~I 1.1 1.A1 N SLOPE" FM-12XI S 4" PVC CHASE) -' _0. 2'-8" 14'-2" m I 4 L� Y N 3 I z w ro (D]*:5 1/2" ,., 1.1 SLOPE P. i PEA ( w N 0T— FMC-12X18 � TOP OF ry I SLAB 4" CONC. io TE-2 I SLAB IN 44-10 12'-10" M -31/2" m FM-12X18 7 Tp�ppF I I I O° SLAB � 3 1/2" m EXTEND 2I I ) SLOPE ( PER FT. SLAB 1 1/2" " — — — — — — — FM-12X18 L _ _ _ _ _ _ _ _ _ _ FM-12X18 Y Li a _ _ FM-12X18 18'-4" FOUNDATION PLAN SCALE: 1/4 - V-0" 5'-4" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-O". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'4', 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 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9.WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT, i 1.0INDICATES #5 BAR, VINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-1, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F"m = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION V d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 04 p svEDly ae LOT: ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODELa 3EAB "1504- ALLE)C" GARAGE SUING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET S1 So. MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED ° — v CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d „ c CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ° �� 11 s. GARAGE DOOR J - —FM RECESS ffi a v `� I g 3 �' b 8"CMU WALL, 8" CMU WALL n .I CORNER BARS, SAME SIZE AS LARGER BAR I f g +- 0-0. IN FOUNDATION WITH 30" LEG EACH °I / H m +� O'-D' --fir-• TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I .. °I SO THAT THE STEEL REINF. IS CONTINUOUS a ,... - - °--y.-.-� MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE,_MASONRY BAR SIZE 48 BAR DIA. EXT. PORCH SLAB" CHAMFER (1-STORY) ISOTION #3 18" EXT. PORCH SLAB SEE SLAB SCHEDULE OORAGE CHAMFER(1STORY)" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �' �aJOINT UNITS SET ATELEV4" (WHERE CHAMFER (2-STORY) #4 24"6" gAND W/1/Z'SLATION CHAMFER (2-STORY)APPLICABLE) 0'-0"W/1/Z' iSEE SCHEDULE 30" JOINT(WHERE APPLICABLE ) •. •#5 A SEE SCHEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R BAD, BAR SIZE BAR QUANTITY #6 36" i N FOR wMD, BAR SIZEDIFFERENT AND BAR QUANTITY NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 4Z' NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO —FOOTING EXTERIOR ONO —FOOTING M MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3W=1'-d' r� 2 @ GARAGE SCALE:34"=1'0 �\ J \ CORNER BARS DETAIL %11 DOOR OPENING Y SCALEt (1) #5 REBAR VERTICALLY W/ CONC. z POURED CELL LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON o w 8" CMU O VERIFY HEIGHT rc LAP TO OCCUR OVER STUD OF WALL W/ PLAN 5 #4 REBAR @24" O.C. Q CENTER OF e SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL BY NoCING 0 zi 5' �8 I— I �' NEW REINF. BAR PLANS. F/OR SPASINSTUDSGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP SECURE T. PLATE TO I T CAPPED SECURED W/ 2- PART p 5 I EPDXY. MIN. EMBED PLATE SLAB W/10d MASONRY GALVANIZED PIPE j W. UNO NAIL 12" O/C STAGGERED. . 4• W/FLANGE Q BASE g FOLLOW ALLMANF. 9 ADDITIONAL METAL CONNECTORS NOT FIDCATIONS FOR F 4" CONC., REINF. W/ I� US I T 8 6'k6" #10 W WM ON PREPAREC ATION OF UPLLIIF IS PRESENT. w 6-MIL POLY ETHYLENE 0 4 4• HOLE. SEE SLAB SCHEDULE w_ VAPOR BARRIER ON SECURE FLANGE TO WELL -COMPACTED °J SLABW/(4)1/4"X21/4" '.I.-O�- > 'S CLEAN FILL TERMITE SHALL BETAPCONS mTOP fv? OFBORA-CARE '�'TREATMENT (2) CONT. it4 REBAR 4" CHAMFE%STORY) _ �-- ° a ° .TKO ° F 6" CHAMFER (2-STORY) • (2)#5 REBAR ON CHAIRS • 4 • a ° ED. EQ. SEE SCHEDULE 2,DOO PSF VIRGIN SOIL OR 95% FWxD, BAR SIZE 12'MIN. DEPTH INTO z_ rc > COMPACTED SOIL ANDOR BAR QUANTITY VIRGIN OR ENGINEERED SOIL Mg SLAB HEIGHT LESS THAN S-6' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION 8 WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION SCALE:3/4"=1'-a' 5 6 (NO UPLIFT) FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1' D' LAP TOP PLATE A MIN. OF 46' AND NAIL W/ led COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 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 d PROVIDE DBL. TOP PLATE SLAB W/1od MASONRY NAIL 12. O/C STAGGERED. aM ADDITIONAL METAL J CONNECTORS NOT 0 REQUIRED WHEN NO UPLIFT IS PRESENT- �, 8" CMU WALL + � POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) ° '�—' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING I SEE SLAB SCHEDULE IrZ'DIA. SIMPSON ST82 BOLTS 5" P OF SLAB a ^ a ° MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND b CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °� •� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE C SEE SCHEDULE ORMQ BAR SIZE 3 FOR VWQ BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO— INTERIOR FRAME BRIG WALL TO G1� D SCALE:3/4"=1,-0. (NO UPLIFT) FOOTING AND COL. PAD �� BLOCK WALL CONNECTION �0 30ALE: 3/4"=,'-0•SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN 61 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y Y F 1 sUBDIV. Ac LOT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT 04181.04t-12131 MODEU 3EAB "1504— ALLEX" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C VT FNT D DATE: 10/26/ 11 SCALE: 1/4"=1'-0" SHEET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MIN. 7o"TREA�WI. "NOSE - s SPACING REQUIREMENTS `s 8" CMU WALL z PAVERS #4 REBAR(TYP.) 6"CMU WALL +-0'-0"�, TO SFOP ss - TOP OF 0'-0" SLAB m ` .• Q SEE SLAB SCHEDULE 1/2' RADIUS OR " SEE SLAB SCHEDULE .,: CHAMFER .� -q . 0,-0. r^F TOP OF SLABIF q• ° • L \_a BE SCHEDULE FORWSD,ED SIZE LZ�— AND BAR QUANTITY a � � � %ANOD mSEE SCHEDULE EQ. ELE FOR Y1AD, BAR SIZE AND BAR QUANTITY SIZE TITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 3 4 �- -0 LAP TOP PLATE A MIN. OF 46' 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 i STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE g CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE i/2'h9' WEDGE ANCHOR W/ 2" 1. WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16" o y SIMPSON SPH4 OR SPH6 OC MAX. i 8"CMU WALL BTM AND TOP PLATE R ANCHORS W/ 10d x 1 1/7' +- 0z, COMMON NAILS FILL ALL < "Y. TOP OF BLAB q TOP OF SLAB HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE,. da - 0'-0" +TOP EXT. PORCH SLAB SEE SLAB SCHEDULE . 4" CHAMFER (I -STORY) BAR SIZE 48 BAR DIA. 16, d9 `° OF SLAB a< W/ ISOLATION 6"CHAMFER (2STORV) M3 . JOINT(WHERE1/2' • #4 24 a ° APPLICABLE) i MATCH STEEL 06 30" • f 6" PVC CHASE f REINFORCEMENT #6 36 SEE SCHEDULE THRU FOOTING ti PER SCHEDULE #7 47' 6" PVC CHASE THRU FOOTING FOR W0, BAR SIZE MATCH STEEL AND BAR QUANTITY REINFORCEMENT SEE SCNEDU S FOR wxD, BAR ¢E PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL :THRU FOOTING 5 BCALE:3""="°" (W/UPLIFT) BCALE: 3/4"=1'-V' d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ma � I I LJ SUHDIV. Be LOT: ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT* 04181.04B-12131 MODEIr 3EAB "1504- ALLEX" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 29 DAPS:WT 10/28/21 SCALE: 1/4"=1'-0" B*rr= S1.1B DOWEL PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 9 aUNDIV. ae LOT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT 04181.04 -12131 MODElu 3EAB "1504-ALLEX" GARAGE EWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C 202 801)JO A 9 ABOUgIG 1 . AR NO 9©723 D 04 F—P� 10/28/21 SCALE: 1/4"=1'—O" MIEET s1.2 TIE VERTICAL REBARc' TO HORIZONTAL REBAR HOOK i GROUTED BOND BEAM VARIES PER ELEV. z S CLEAN OUT REQUIRED FOR INSPECTION 11R "FIN. FIL TIE ERTICAL REBAR TO HORIZONTAL a,. REBAR W/ 10" HOOK �— BAR SIZE 48 BAR DIA. � #3 18" o u #4 24" #5 30 #6 36 #7 42 HORIZONTAUVERTICAL 0--go-ml 4"=1'-0" EXT. PORCH SLAB W/ 1/2' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Y STEEL REINFORCING IN GROUTED g CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o� $a N 8"CMU WALL OFFSET METHOD CONTINUOUS BAR�SIZE 48 BAR DIA. METHOD #4 24" HORIZONTAL/VERTICAL 30" REINFORCING �; ��. G SCALE: 3/4"=1'-0' �.� . SEE BLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) 18" H+c� 6-CHAMFER (2-STORY) { #4 24" i MATCH STEEL #5 30" REINFORCEMENT N PER SCHEDULE #6 36, � � #7 42" SEE SCHEDI/LE FOR WAR, BAR SIZE AND BAR QUANTITYRZE `, PVC CHASE THRU FOOTING SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE #5 BARS ■ r CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS '..1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 J a � Z SLTHDIV, de LOT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PRO"'" 04181,04B-12131 UODET. 3EAB "1504-ALLE)C" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C m F-PRATZ: MT 10/28/21 SCALE: 1/4"=1'-0" SHEET ST.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1@" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4' , 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' ° x 2 7/6" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T,O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (Psi) 'H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 11x6 (1) N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ---------- ------- -------------------------------------------- 8Fl6-lTt0M/0B 81`16-1T/OM/O8 1 1 ♦ 1 `♦ 1 .1 1 ,♦, 1 1 ♦ ♦ Lu ♦♦ m_ 1 p% J !! %e LL to ♦ 4* m 1 }-------------------------------------------- ♦♦ 1 ,♦♦ ♦ ♦ 1 `♦ 1 � e k `♦♦ ;o ;' ------- ♦`♦♦LINO JGT PROVIDE BB1 WHERE ROOF TRUSSES ♦ BEAR. TOP OF WALL4* EL. 6'-0"UNO ; 8F16-1T/OM/OIJIL ------- T-0" BF18-iT/0M/08 1 -1 BF16AT/OM/OB ♦ 1 -------------------------------------------------------------------------y LIFT BEAM PLAN SCALE: 1/4" = l'-0" OCT i N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 �i aosr)m ac I.OT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 moDulu 3EAB "1504- ALLEX" GARAGE OWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C VIA D � 10/26/21 SCALE: 1/4"=1'—O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"Xa' 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BONDBEAM mg 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL,3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c PLACE STEEL HEIGHT. p4 REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND ��GtN AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE, TYP. 8"X16•• b #5 CORNER BAR W/ 30" LAP FOR EACH p`>E 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL. , / / n 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.=* VERTICAL REBAR W/ 10" HOOK ��a. / fig. 8x16 DBL. BOND TOP OF R 9 BEAM W/ (1) #5 BAR BOND BEAM / RL�p� EACH COURSE 8X8 BOND BEAM TOP OF • W/(1)#5� •.`; BOND BEAM W TYPICAL p��' F=FILLED W/GROUT I 'Mp U = UNFILLED GROUT SOLID FROM OP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH JJ��# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. / BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 a16_1 8.8 PRE -CAST CONCRETE '�/V[A' NOMINAL—� LINTEL W/ (1) #5 BAR (IZ) LENGTH OF BAR =WIDTH OF MASONRY CORNER HEIGHT #OF #5'S, TOP QPE"'NG-2' BEAM DESIGNATION ITISTHISENC�tNEER'SINTENT BOND BEAM COURSE OR �L REINFORCING OF BOND BEAM THAT XFXX-1T/1MlDB INDICATES A DOUBLE BOND BEAM #OF#5•S, BOTTOM 8X8 PRE -CAST CONCRETE G SCALE:34"=1'-0' 1 AND XFXX-1T/OMM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4'"=1'-0" IT IS THIS ENGINEER'S INTENT T P TO PLAN FOR LOCATIONS AND XUXX-1T/1MI08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 4TNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN DRIVE WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 114") 8•' FROM EACH END AND 18' O.C. MAX. MIN 1_1141 #5 BAR BENT AS SHOWN PRE -CAST EMBEDMENT 2X6(MIN 2 X 3)2-3M6 TAPCON WINDOW OR DRIVE PIN (MIN SHANK SILL SIZE.145 MIN HEAD SIZE .300 - SLOPE MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 16' O.C. MAX. MIN 1-114" EMBEDMENT 2X8 (MIN 2X 3)23/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4, 0 " FROM EACH END AND SECURE TO SHEATHING W1 /7116'OSB BOND BEAM EACH CELL HOOKED IN 1a• O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING SILL CONSTRUCTION CORNER BARS �1 AT CORNER STEP scALE:, ARCHWAY FRAMING DETAIL 3 C S SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-D' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I - SINGLE #5 CORNER I BAR. 30x30 TURNED UP STEEL REINF. OF tA� EO I P, OR TURNED DOWN INTO II / FILLED CELL BOND. BEAM II I II I�8X8 II CMUING PIER PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE E SE PLAN. / 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'-D' %�� SINGLE LINTEL, MULTIPLE OPENINGS d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774-6078 FAX 407-7744078 www.abdoslgngroup.00m AA M: 0003325 6 e a 1 BUDDIV. ae LJK ABBOTT PAR LOT #12 BLK #13 PHASE #4 PROJECT# 04181.04B-12MODEL? 3EAB "1504—ALLE GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DACE: 10/28/21 8CALM 1/4"=1'-0" SHEET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SU8 8/&OB 16-1T 1T/OB 1TPo8 1TIM -1T/N TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8l8-1T B/16.1T &20-IT &24-lT MA -IT 8/32-1T e/e-1s 1e-1n1 1Tn lrns 1T/18 -1T/18 818-2T a/1B-zr B/2o-zr Bn4-2T erne-2r 5r3a2r 3'$" PRECAST 1436 952 3114 4217 5321 6426 7531 3'6" PRECAST 689 1024 3'6" PRECAST 1569 3524 4394 5283 6132 7001 2A86 8113 8385 7708 9091 10000 1589 35T4 4394 5283 8132 7001 4'-0" PRECAST 1065 70D 2305 3125 3945 4785 `�7 PRECAST 514 763 4'-0" PRECAST 1383 3060 3815 4570 5325 6079 1961 6113 7192 em 7627 8751 1363 3060 3815 4570 5325 em 4'-6" PRECAST 819 533 1770 2400 3033 Sees 4300 4'-0" PRECAST 398 591 N-6" PRECAST 1207 2582 3375 4043 4711 $379 1625 6743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 logo 2500 3123 3006 4249 V-4" PRECAST 411 411 51-4" PRECAST 1016 low 2374 2944 3513 4054 1319 44W 7196 7342 5780 8259 1016 2270 28M 3399 3961 4094 5'-10" PRECAST 817 1D24 1631 2090 2549 30DO 3470 5'-10" PRECAST 340 338 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3893 6877 6036 6548 5776 929 2080 2593 3107 3620 4133 6' 6" PRECAST 692 1139 3227 3031 3707 4383 5061 6' 8" PRECAST 410 721 6' 6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7' 6' PRECAST 570 938 2498 2205 2898 3191 3885 T 6" PRECAST 303 534 7' 6" PRECAST 716 900 1181 1462 1743 2025 936 2498 3408 4804 7067 6472 727 1624 2025 2428 2827 3228 9'-4" PRECAST 426 633 103 2204 2481 2818 2627 4 9' " PRECAST 192 384 9'-0" PRECAST 454 566 767 948 1129 1310 639 1674 2296 3081 4099 4899 572 1318 1643 im 2164 2519 1D' 8" PRECAST 388 487 1247 1767 19D4 2163 2028 1D'-0" PRECAST 151 301 10' 6" PRECAST 356 468 612 755 no 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1969 1114" PRECAST 330 5" 1312 1742 2252 28M 3630 1 V-4" PRECAST 132 417 1 V 4" PRECAST 430 406 630 653 m 072 544 1312 1742 2252 2688 3552 465 1042 1312 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2D48 2566 3191 12'-0" PRECAST 111 370 12-0" PRECAST 363 366 476 587 698 783 507 1210 1590 2UB 250 3171 440 940 1300 15M 1314 1476 13'-4" PRECAST 270 433 100 1366 1732 2167 2536 13'41 PRECAST 82 298 13'-4" PRECAST 308 303 393 484 675 645 414 1045 1365 1732 2316 2BD5 396 780 1057 1312 1071 12D3 14'-0" PRECAST 254 388 978 1272 ism1968 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 300 443 526 609 390 976 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-W PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 1514" PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 1&-4" PRESTRESSED 224 387 484 574 am793 412 1014 1340 1703 2118 2513 230 616 908 1 1134 1363 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 17' 4" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 326 365 451 557 680 300 866 1121 1413 17N 2047 192 BOB 720 501 1135 1 1312 IW-4' PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 266 348 430 513 595 235 730 959 1200 1467 1716 tee 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1036 1168 1466 142 373 537 690 81B 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22-W PRESTRESSED N.R. 116 22'-W PRESTRESSED 137 225 290 359 428 497 165 560 784 992 1203 1381 137 368 619 1 659 779 DDO 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 �2-V PRESTRESSED 124 174 245 302 360 418 129 460 654 824 1014 1147 124 319 455 681 1 687 793 - 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 M 19-0130.13 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F 8 o 3 y SUHDM as LAT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODEL• 3EAB " 1504- ALLEX" GARAGE STaNG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DATE. 10/26/21 SCALE: 1/4"=1'-0" SHEET %52..A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) IDd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CJi p II" I I II II _ C1 ¢ p q¢ YQ ■ 11 11 II II n 11 II n A 11 II N U N 11 11 11 11 o11 �0 -11 ¢ H it11 I N ¢I ¢ N N II N CJS . u j u p u n n u n J n J L J it u n n n n n u x n n n N n 11 1 10 11 11 11 It it 11 11� V N U b u II II N q II II II 11it W p n 11 aQa yq R ■ x 11 N 11 n 11 11 II n 11 H 11 11 11 11 It N 11 11 N 11 �u�¢Q� II N N I N I I IDG it N Y M tl 11 II q n N II II II 11 N 11 II Y II II II p 11 Q Y ■ ■ ■ It p If n 11 Ii q n H 11 n q 11 II H N N q n 1NN1 '9j- 11 N RIDGE N N IL N '�(• N N°� ate_ ■ e ■ 11 N 11 it 1 11 q p N q N n II N It 11 q It Q M It I I a I N N N N II N N N II H N N N N II 1 11 Ny,AIt N i all FT FT FT 11 n 11 11 11 H 11 It 11 11 11 11 11 11 II It It 11 11 11 11 = a ki\ 11 II 11 q 11 it II It it 11 II II H H 11 11 H 1100 11 a >� a L�a �1 IIII �JII�_ �tl IIII IH' �� II CJ5 I x_-1� _11 —1� —�11L _1UI�JnL _ u CJ5 CJ3 ,_ ■ 1 1 1 III N N N N N N N N N N N N g N N N ,A 11 �a; CJ3 ■ q ■ ■ 11 N 11 x II n q 11 n II 11 N II N n 11 n p ' CJi _ ■--�—.11__x CA ■ ■ ■ 11 p q N 1 N 11 a a a DIAGONAL FOR BOTTOM CHORD I. DIAGONAL FOR BOTTOM CHORD I. DIAGONAL FOR BOTTOM CHORD FRAMING PLAN SCALE: 114 = V-0" 1 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 qn7 6 IN BU13DM 80 LOT: ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT 04181.04t-12131 HODElu 3EAB "1504— ALLEXII GARAGE 8WING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C 2h 2W DAB 10/26/21 SCALE: 1/4"=1'-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING 1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (9) 10tl z i }'NAILS TO TRUSS (1) SIMPSON HETA16 HTSM20 W/1010d TO 2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNJALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4)1/4" x 2 1/4" SHEATHING (12) 16d x 1 }'NAILS TO TRUSS x 1 }" NAILS TO (9) 10dGIRDER. 8" x MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE S' W NAILS, W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON {1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #27' x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 }'NAILS TO GIRDER AND 6', 6" x A'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE (2) SIMPSON HETA16 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" CONNECTOR BLOCK W/ 0010tl TO WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3-SDS2,5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }-'x 2 }" TO GIRDER 2x SECURED W/ (3) 16d GALV COMMON NAILS. ENGINEERED WOOD 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES ® 24" O/C, tz2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS �' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' OIC FOR REVIEW 2x SECURED W/ (3) t6d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �' x 5"TITEN HD TO CMU AND (18) SDS �' x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER & 7APART B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ %� MISPLACED EMBEDDED TRUSS ANCHOR 1a lb 1c TYPICAL ROOF 3 SQALE:34°=,'0 GIRDER CONNECTORS) ` 3'"='� 2a 2b 2c CALE _, GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d C EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING O'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE 8•0•' MAX (W/1x4) OR 1.. MAx (W/aX4) (1) "X" BRACE CENTER TO BLK W/ 12' DIA. "X" T * (2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC BTM. CHORD MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PLAN FOR LOCATION P.T. PLATE W/ 12tl's 8" § i MAY NOT BE O.C. MAX STIFFBACK (AS PER H m REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ oz (2)10d's @ EACH TRUSS BTM. CHORD OF TO BE INSTALLED WOOD ROOF TRUSSES 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. /� /� /� CHORD BRACING 6 BLOCK WALL W/ GABLE END SCALE:3/4"=T-0" PRE-ENG'D TRUSS SCALE: 3/4"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D HOLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE ,ID FOLLOWING HOLE DIAMETER < 2/5•D SOL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 HOLE EDGE>5/S' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2�� FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1-=1'-0" SCALE"_'-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 o O x aUDDIV. & LOT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04B-12131 MODEL4 3EAB "1504- ALLEX" GARAGE 8 IMO: RIGHT PAGE: DETAILS 160 MPH E . C PRINT DATE: 10/28/21 aCALX: 1/4"=1'-0" WFEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. N OT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER EL VATI N BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE�ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRIM TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W,1/7' DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 STRENGTH Cl-G. BOARD 4X4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LBS Wl (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 se DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's WO .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 PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD C. AND TOP PLATE ANCHORS W/ 10d X 1 1/1" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. SECURED10d's�EACH FILL ALL HOLES, 00 NOT USE 12"x9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH r TRUSS TO BE INSTAED 10'-0" O.C. MAX. TOINSTALLED 10d3' x EPDXY 5-1/Z' EMBED. MIN. ® 16' TRUSS/WOOD POST CONNECTIONS Ov 1 Oa 10b 1 0Ci OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 4. TRu38,OPOBTCONNEC71ON A - SIMPSON MTS-12 U<990 LBS W/(14) 10d GALV. NAILS. 6-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) 1/4N3!-SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 114" X 2 112" SOS TO POST TRUSS CONNECTION @ L.B.W.ONNECTION @ L.B.W POSTTO SLAB GONNECTXX4 SCALE: A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-12' NAILS TO POST. 1 Ni RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6 6 B14 UBDIV. & LOT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT* 04181.04E-12131 MODEIA 3EAB "1504— ALLEX" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C GABLE -END ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-15 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e - 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 89.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r • 69.00 PSF (79.80) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTrTIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK, 21/7' 0131 F1667 S REW HANK 170,000 RING 16-20 RINGS RSRS-03 Sd RING SHANK, 2 3/8' 0.113 F1667 SCREW SHANK PER INCH ) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-Ot KAt I tK VK I KE.- ROOF SHEATHING EXTERIOR SHEATHING OZ Fz- USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 g O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 5 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 L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE; GABLES-PDROP GABLE END 8 (1) ADD'L DROPPED ZONE 1: 10d NAILS 4" O.C. ON EDGE AND 8' O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 20NE 2e, 2n, 2r. tOd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 3r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2( RI nculur_ - _IIIN, RI.- B NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING SHANK -NAILS Q 4" 00, TOP 1-01 EDGES - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING �#8 2' DECK SCREWS @ 6"4" O.C. MAX EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YK W4" I &G 5UB-FL0UK UE(;KINU ULULU I U ALL EXPUSEU MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM 033IC33M MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND pROyIDE6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 761 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Rb = 11 DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0fIGROUNDYMEREINDICATED ON MEMBRANE PRANINGS. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS SEAMS LAPPED 6 INCHETANDSEALED WITHRRIE E. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7tN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE 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 02, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND S1TE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. N 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 paf TOP CHORD -concurrent 10 pV BTM CHORD -non- N,ent DEADLOAD DEAD LOAD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR 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. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. to WTOP CHORD SHINGLES) (1 psf W No GYPCRETE) psf TOP CHORD (7 Dsf ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, B ASPHALT 5 p HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pcf BTM CHORD 5 sf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10ps/ 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 paf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf 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 WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED 3'-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" MI6 BAR - 36" #5 BAR - 39' #7 BAR - 4Z' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WIND: DEAD LOAD SPEED 020) MPH 3- SECOND GUST (ASCE EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT FIXED TAIR&E STORAGE: ZOpsf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOPsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30ps1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. 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 ALL SHOP 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 DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR SX BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS' 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 kv. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH OOUBLE-NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/1`3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'd- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0FF-THE-NUT METHOD. CONCRETE SWILL COMPLY NTH ALL THE REQUIREMENTS OF AC1318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B FORCONCRETE EXPOSED TO EARTH ANDOR WEATHER: 1-112' FOR A5 AND SMALLER T FOR N AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS i-IT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING NAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 911E1. SpA _ REMARKS APP ON 812E 1. 1SPACING1 REMARKS 14PT FLRRING TO MAaIXJRT/CGNG CASE HARDOiED WIL 8. GPRAGE DOOR BIICI( OMASONRYxXXiC. IIe DVi NO WASHER TAPiANMASONRY FASTENER 6 OIC 11?EMBED.,4"ENO qST., tt4'EDGE DIST. aGO AL EXr. DOOrffi Ix RT, SEE NOTES G9EIWRDENEO WILL NNL 1 1? LONG. e'dC 6TAGGER. YANWNFDOOIN FASTENED MYlTGMx:. ---EDOC S TO MA90NRY.CONC. e'qA OR 1? qA v� EXPANSION BOLT te'O'C -'A) BED., x'ElUgai., SEDGE q9i. YANDOTI BUCK lWRDENEGCAIL S.- 1mNwraooaPo-T.. METAL 9nUP TO CONTACT THIS ENGINEER FOR SPACING Ix PT. SEE NorE6 L11?LGNG. .-GEREO IN-RT.rnrc REQUIREMENTS EXT BMNO CODR (x1111@iXA. 'TA- 1 1? EMBED, W END Bl1CK h PT, SEE NOTE 6 NO WASHER PASTIER 16 QC q3T., 1 1? EDGE IXST. i PTN1N00WBUCK 0.136°PAFx]1NH" 6'Ox: <'END. DIST., 11. PT TO BATE IS. SEE W/WASHER 6TAGGEREO EDGE qaT. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER A$ SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NON OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 000332E o 4 04 mm SUHDIV. de LLoT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT# 04181.04E-12131 1LODEIe 3EAB "1504- ALLEX" GARAGE aMMIG: RIGHT PAGE: DETAILS %160 MPH EXP. C PRINT 10 28 21 DATE: / / SCALE: 1/4"=1'-0" SHEET S N1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS N a-j" MAX. DETAIL A FASCIA 0 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/JOIST/RAFTER / BY OTHER EMB. 1X2 WOOD BATTEN 11 OFFIT 1[D `J-CHANNEL 03 DETAIL B FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED(, 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT 1" MA)e- JIa- J-C;HANNtL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN 10 10d NAIL AT EACH STAPLES INSTALLED Q7 TRUSSMOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 0 STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS �, MAX.-4l — DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS'"' ® J-CHANNEL) J" D 111"-T A 11 r- TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN SPAN 'L-0b O 11 2X2 WOOD BATTEN 1X2 WOOD BATTEN �10 — — O SOFFIT ffINSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT ®„MAX FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ DETAIL C LI-12" O.C. MAX (INTO (OWOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR -EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT-� CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'S' SEE DETAIL'D' SEE DETAIL'S' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END TRUSSMOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 1411 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FA%: 407.774-4078 www.abdesigngroup.eom AA #. 0003325 J x � eIUBEIM ae L.OT ABBOTT PARK LOT #12 BLK #13 PHASE #4B PROJECT* 04181.04B-12131 MODEL 3EAB "1504- ALLEX" GARAGE 8VRNG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C % NO �°� '"J PRINT 10/26/21 DATE: 9CAI.E: 1/4"=1'-0" SHEET SD1 7 R �4� �on Ia��b�s„1 cicv�r C�, -z__-- L-