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1 99 1499-4EWB-FREEPORT99 HUME5 12602 TELECOM DRIVE, TAMPA, FL 33637 74ml. (813) 740-9720 Fax: (813) 740-9715 - - - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 f TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -yWEM �pla c=' , 'rqg MW (gyp) �.** *M•* �yA �) �D� AIL WwY AM a0 -OCCUPANCY - RSSIDENTUL, GROUP R3 "AN. DMON TYPE - -L@i. LNTLHItOR FINL4H - CLASS B -BASIC I�DLD sPE® - Yult=180 MPH _ TPOSURE - c "1—STORY RESIDENCE — -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY AD AIRCONDITIONINGMUM. LUMINOUS ADJ. AD CONDI E M.C. MEDICINE PIEf ALT. ALTERNATE MFR. MANUFACTURER MUM BD. BOARD OE MT. METAL THRESHOLD CL CENTER MINE M L.. MOUNTED CAB. CABINET MT.L.S NOT T c c. CLEAR N.T.S. NOT TO SCALE CLR. CLEAR G.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE P. PHONE D DRYER PLT PLATE DO. DOUBLE PR. PLYWOOD D.G. DUAL GLAZED PR. PAIR D1A. DIAMETER PT PRESSURE TREATED DDIMENSION R. RISER DISPISP, DISPOSAL ROD. RADIUS DP. DEEP R.A.O. RETURNAIRORILL DR. DOOR REF. RRIGERATOR D.S. DOWNSPOUT RM. REFGOM DTL. DETAIL ILO ROUG . H OPENING D.W DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV ELEVATION SH. SINGLE HUNG EQ. EQUAL SILT SHEET EXIT EXLISTERIO SHTHG. SHEATHING EXIT EXTERIOR SHWA SHOWER F.O/FX FIXED GLASS Sim. SIMILAR F.G. FUEL OAS SL. SLIDING FIN. FINISH SSLIDING GLASS FLR. FLOOR STD.TD, STANDAO FLUGR. FLUORESCENT SWS SHEAR WALL FR. FRENCHLONGWOOD, PTO DRFOOTINGD�R TEMP. SECTION GA, GAUGE THK. T RGK GAR. DISP. GARBAGE DISPOSAL T.O C, TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD UN.O, UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOT OR ITT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT, INTERIOR WnW. WINDOW WATERINTERPRETATITER W 1, W OUGHHT IRON DATE DE86RII'TION ft4M ADDED UPLK> naKI7UEN,6AIHRDGIS ARCHITECTURAL SHEET DESCRIPTION Vbfflffi ADDED &XW PATIO OPTION PG CI —COVER SHEET PG GN- GENERAL NOTES PG AI —FLOOR PLAN PG A2B—ELEVATION "B" PG El -ELECTRICAL PLAN PG Pl -PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 01110Ag ADDED STONE OPTION 05/l7/l9 REVISED DOORS At LAINDRr CLOSET FR011 C1) 2' 0' to C212'-4' MMAS REVISED DOOR AT OINIM Wa1.K-N CLOSET FROM 2'-8' TO i'4' REF' �CTORS WtN 81� O N CONECTORB o�lo/io �� Opt �,� A/C LOCATION ObAIRD ADDED LED MOWERSBATH 0VOV11 MO WC tpDA1E 03/001 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 �1 Q•11 NALC �7 S r 1, CALC•'S LIVE, I,4SO S FT &4KArE 385 SQ. FT. ENTRY 11 Sp, FT. TOTAL Ism so. FT. 8xb PATIO 0® $(�, FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.SA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-1IF7 BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABUS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS I PG SN1-DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES AM LUBUM FOR ON OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRMO 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 ARCFBTECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUII.DER WHEN NO RE'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE I 1 N. RONALD REAGAN 81. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abd'esigngroup.com AA If: 0003325 BVHDIV. a L.OT ABBOTT PARK LOT# 15 BLK 11 PROJECT 04181.000-15111 MODELa 4EWB "1499-FREEPORT" GARAGE 191IIIdG: RIGHT 1 PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 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. WM WORN 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, 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 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. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 01557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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" TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. S. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLINBNO 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO F13CR 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. EXF9 OR WALLQCVWRa9s 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 E7f1800R FS 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 'fie" 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. W RUWANTCONSIAUC'TION 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. WINvaceLow 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C, (PER MANUFACTURER'S SPECIFICATIONS) . CO S►TRIIC110N OBSERVA= CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ 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. 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 It'll AA evHDIV. aWT: ABBOTT PAIR 15 BLK. 11 PROJ=T* 04181.000-15111 MoaEx. 4EWB "1499-FREEPORT" CFANAGE DW09G: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C A. AI NO DRDFT ATE:. 8/14/21 9CAuc: 1/4"=1"-O" SHEET GN FE -1 u FRONT ELEVATION-B SCALE: V4 . I'-0' TEXIUREP MISH 8'-0' ERG- V-*T. _-- 0'-0' FIN- FLRi, 8'-0' SRC.. WGT. oo 2'-b I II II S'-O' BR.. 0'-0' FIN. FLRo, OFF RIOFF RIDGE T LEFT ELEVATION-B SCALE. 1/4 . P-C' TEXTURED F ISFI OFF RIDGE VENT OFF RIDGE VENT AREA OFATTIC • —SQ R. NET FREE VENTIUTIONAREA REOURM REOUIREDVENNIATICMIMEA 2DBD (RpD • 693 VFNIIIATpMMEAJf SQ INCNES PEA R.(]N} • sale sq, IN. NIN, REwREOVENTIUT,d 5% m IN UPPER PORTION OP AMC M.2 SO. IN, W MI)GEVENTI1AMN MEA - 5Q IN. PER VENT m, /m DTAIJID NTSIEnURM • e.3/0B1 TMAENOFVENT$NWIDF➢ • 5 REAR ELEVATION-B SCALE. 1/4 . '-V TEXTURED F �— 4' RAISED SAND o0'-0' FIN. 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ALL E A 20 AMP ERAN04 CIRCUITS TO EE AMC FAULT FROIECRD PBA ELECTRICAL PROVUION& OF M2= • 20 ATT DIDICATlD CIRCUIT. • GFI • MLAND (NOT ON KI'TCAUEU CIRCUIT) • OMMIJAMER DUCONLCT TO K LOCKOUT IN PANEL • DATH mOC•I DOUAU&T FAN TO NAVE MIN. CAPACITY OF be CRT INTEIUFImew FM LLICNU&CAI. FROVUSION& OF SECTION M&OID • LAUNDRY ROOM IAEClFTACLE M.A1. lE GROUND FAULT CUCUR•NTLtlr/•IlR PROTECTCN FOR FEA&ON I L ON F46DtR& • WW*U I•ETNOD &HALL m NON FETALLIC CA RA PER lLEcnaea. FRavlMaa& a • ALL WORK M COFM.Y WITH �FROVEION& Q M F1CR TGU m rTOeez • Or LtlHT&N MIMT RR BJ&AdT 9FY.IB�IT TYP[ PB! F. 0v'IRCT)N&M TI), lDlTfawl I GREAT ROOM ' F'RE-WIRED CLG FAN OUTLET FOR DW r----- SWITCH IN CABINET I - L W.I•C• RANBE ; _===== I I Q l i i I HDRM.#4 70D WIRE W/ I i1 11 ii• i 'PRE -WIRED — — UTLET FOR I L-----zL ----- J , CL.G F— ITURE MICRO I �,•, j ( /� 1,_3. 1' 9• \\ I C,'v (�S D. • I O " BDRM.3 \ 44' APP. WH — — — — — — ® ' GAGE I ------ ' LED LIGHTING LED LIGHTING WALLMOUNTED SINGLE LAV. C SINGLE LAV. r/ LIGHT W/ SWITCH \ BATH 4 BATH IN ATTIC FIELD IFY LOC, PROVIDE MAP C, THIN • w CU IN 2' CONDUIT OR a `� wo AL, THUS • FS CU IN CONDUR OR 20 AL SEA IRRIGATION (CONDUIT TO 1ERMMATE ABOVE SOFFIT • OVMM4A W cLG. °�L�' OSO AMP ELECTRICAL RISER UTLET KEYLESS �' AFF. NOT TO ecALe -rIO+ eeRVICE eo Arr . FIXTURE GFI O IL C , C I" SWITCH AND 00/J40 VCLt -�- riLTffiRAL NOTES, M lLlCfltlC METER M I �� A ELECTRICAL MATERIALS ,AND INSTALLATION& 6WALL NE)'IA 3R ENCLOSURE F'RE UIIREDJ I — — -�� COMPL7 WITH ELECTRICAL FROVISIow OF THE "NOR TrH PAU'EI. MIS FAN j -� COMPANY REmiii6w& AND ALL LOCAL POWER loM2P I \ P.C. FOR FANS-� � N�ioT a CONPUCTOM eNALI. eE TYrt TH&4arTHIIw u,ILE&& TELmNCi SERVICE CA"TILEVUION nhEe— INTRNxa MEIVICI INTRANce -------------------j IOR NTiT EriptioNT PWER C21PANY — OPT. TRANOFOR'mR MTERSY&TEM Dowm COACH 1I." INAL AT LOW LOW GRADE VOLTAGE CONNECTION& ELECTRICAL PLAN 8G E. 1/4' . I -®' PROVIDE Eo AMP, o0a40 VOLT, I IM A8E SECOND 1 K cu SERVICE GIeOUVD CONVECTED TO ELECTRICAL SERVCE. FRC CO O I GOITER (CU) M CONCRETE ENCASED FOOTIR STEEL PER I2IR" DIM SCHEDULE SO PVC CONDUIT OR PROVIDE 9 ��CAL PRDVUSIONIS OF TW FECR TTW Oro UIT'UNu'1 (AL) M IC CIA ROVE ALE 00 PVC EDITION r2An02 CONDUIT UNLESS SERVICE b PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC &/&" DIA X & FT LONG COPPER CLAD GROUND ROD COWART PROM TO WO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.a bdosigngroup.00m AA S: 0003325 S r�r Zpp SVHDIV. de LOT: ABBOTT PARK LOT# 15 BLK. 11 PROJECT 04181.000-15111 MODZU '1499—FREEPORT" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 12 , SCALE: 1/4"=1'-0" SI�ET E1 2X4 TOP PLATE pf'ER�' -- PRE-FAB TRL� V2' C.& BOARD I*' DRYWALL -t TOF- SECURE ST. - PLATE TO SLAB W/ Wd MASONRY NAIL • 32' OL. MAX FN. FLR 2x4 WOOD STUDS 024' O.C. NOTE; E5TUP5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' Or— (i�)TYP. INT. WALL (NON— BRG. ) D1 SCALE, SI/a'•I'-0 AS PER F 1. SHE ROOF ATHINTHIN G SHE THICKNESS AS PER \ SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 0 TYP. ELEVATIONS oN. VENTED SOFFIT f 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/0' GYPSU-I d OR 1/2' HIGH STRENGTH CLG. BOARD 5' PIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ M- "5 (2) COURSE 'DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'-1'-0' ENEF13y CODE FORMS ATION R-VALUES PENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHP'ENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRMG- STRIPS • 24' Or - IS, C-u 1/2' GYP. WL. WOOD BASE — e . A ti d. a � 4. W/ WINDOW OPENING FIBEF2sLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR 905.I.L ROOF SHEATHING THIC106" AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TROUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1//' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. B TYR WALL SECTION NO OPENING NOTE; METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF euLE, sia.r-® UNDER-AYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Alb a7AL FM iY LN 2f GAS LINE THRU BLOCK ...- FIBERGLASS SHINGLES WITH UN09RL.AYMENT AS PER FBCR 90511. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER J Ma ELEVATIONS ok VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI—/ PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY In' NICK 2CAAt- romn.Am comlw K"TM AMOP Dhix=Y TO HASOMW In& Comm aEAD V cm asR maictuRAL 'an 11EI?�OIlCm'1Dif 2.6 P.T. WD ATTACH® TO MU COLL A8 PER ArrROVAL RNA aBALANr. lAaat ROD WAT1M mar M QJ:-M ALL AAOItD ta1T �pOOR YYWrJ OVRaiAD DIX w o ow s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' �2X4 SPF 24' O.C. MAX. - SECURE W/ (2)12d NAILS • EA END 2x BLOCKING SETIIEEN TRUS -PER STRUCTURAL DETAIL BACK AT ALL L STRUCTURAL 01 -ENG WD. TRUSS STRIUCONT.'2x RAT RUN SECURED PERJ/ STRUCTURAL DETAILS ...J/// 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 ATTAC 4MENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. F URRNG STRIPS • 24' 0r- IR' GYP. WL. BD. WOOD BASE FISERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90S.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHF-AT14NG THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-EWx GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS cm N. FLR �' _ J 0'-0' FIN FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN .a- u ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 AND 1609.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 1105.1A OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX 407.7744078 www.a bd ea f gn grou p.com AA M: 0003326 1 BLTEIDIV. & LOT: ABBOTT PARK LOT# 15 BLK. 11 PROJECT# 04181.000-15111 MODZU "1499—FREEPORT" GARwGE ®WING: RIGHT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C l I"PRENTDATZ. 8/14/21 U9CAL.E: 1/4"=1'-0" SHEET D1 Im 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (V V2' X V J-BOH.T We 4' MIN. EMBEDMENT W/ 2' X 2' X IW WASHER 4 NUT OR W/ (2) 1/2' X S' ANCHOR DOLTS We 4' MR EMBEDMENT W/ 2' X 2' X LW WASHER 4 NUT — El mi�LI�mwC E I V4• TAPCONS I V2EMBED, s' or_ 4' END DI6T, I VJ• EDGE DST. ®I 4 .ARA IN DOLTS, WV 4' MN EMBEDMENT, WV 2' X 2' X V6' WASHER 4 NUT. (1) WITHIN 6' OF TOP (1)N WITW W OP THE STM, ® (3) EV@ILT SPACED. NJ imr NOTES, ALL ANCHORS SHALL DE IN ACCORDANCE TO FWiPACTUR11 6 INSTALLATION INS70UCTON6 WIRE SUCH INSTIIUCTION6 ARE MOTE 67RNGEMT GARAGE DOOR t BUCK ATTACHMENT � •.r-4r 6' cm V2' DRYWALL SH4 P.T. OR s/4'X4' MN SECURE THRU PRAMS 4 ❑ PX4' EMEND I-V4' INTO P.T. NAILER BLOCK WV NIS, TAPCCNS DOOR CASING MIN. SHANK 612E J46 MN HEAD 612E �'00 MN EMBEDMENT I-V4' WITHIN S' OF RACE END DOOR JAMB OR WINDOW 4 W OG MAX SPACING ATTACH TO 2X PER MANFACTRE& DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" TO BLACK +3/4" OR +5/4" n 11DdD011 2X4. SE SECURE TO BLOCK W/ 8/16' TAPCONS MN SHANK SIZE J46 MN HEAD size 'JOB MN EMBEDMENT I V4') WITHIN s' OF EACH END 4 W OL, MAX SPACING. 2)C6. m SECURE TO BLOCK WK2) 3/16' TAPCON6 MN SHRANK SIZE .US MN HEAD SIZE 39M MN EMBEDMENT I V4') 6, C U WITHIN s' OP EACH END MAX SPACING. W' DRYWALL 2Xi, ® El PX4' SECURE TO BLOCK P.T. NAILER WV(2) 3AW TAPOONs DOOR CASING MN SHANK SIZE J48 MN HEM 612E J100 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 S' OL. MAX SP'CN' DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PIA MB JAMB (DO NOT EXCEED V49 DOOR JAMB TO HLACK +1 1/2" n r111HdD0W TO BLACK +1 1/2" `Jaess 2X4, SE SECURE TO BLOCK W/ SAW TAP'CON6 (MIN. SHANK 61ZB AS MIN HEAD SIZE A00 MN E115EDNlNT I VW) WITHIN S' OP EACH 00 4 W'Or— MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 3/16' TAPCONS (MRL SHANK 612E J46 MN HEAD SIZE JI00 MIL ehBEpMBNT I V4') WITHIN s' OF EACH END S' CM � W►• o.C. MAX SPACING. V2' DRYWALL DIV SECURE TO BLOCK 0(2) 3/WTAPCONS P.T. NAILER (MIN. SHANK 612E Jos 1AW CAM, X 4' MR MN HEAD 612E 300 MR EMBEDMENT 1 V4') DOOR CAGNS WITHIN 0' OF EACH END 4 S' oa MAx SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACTRE6 DETAILS. NOTE, 6141M A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/18" r,_W2MOW TO BLACK +1 15/18' 2X4, m SECURE TO BLOCK UV 3/16' TAPCONS MN SHANK SIZE 30 MN HEAD SIZE 700 MN EMBEDMENT I V49 WITHIN W O' EACH END 4 W OG MAX SPACING. NOTE- STRUCTURAL 2X MUST BE 2X6. m ON OR61DE 4 SEWED SECURE TO BLOCK THROW" NON-STRUCTURAL WK2) SAW TAPO" 3A6' TAPCON MN I-V4' (MN SHANK 612E .MS EMBEDMENT INTO BLOCK MN HEAD 61ZE JI00 MN EMBEDMENT 1 V4') WITHIN 8' OF EACH END 6' CM 4 S' = MAX SPACING. OR1 WALL 2XS, m ❑LIV SECURE TO BLOCK MA4 WK2) SAW TAPCONS M.T. NAILER MN SHANK SIZE J48 DOOR CASNG MN HEAD SIZE 3100 MN EMBEDMENT 1 V4') WITHIN S' OP EACH END 4 W O.O. MAX SPACINIG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPACTVIE6 DETAILS, NOTE. SHIM A6 NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" r111II,ID0L1 TO HLACK +E 1/4' u 2X4. SE SECURE TO BLOCK W13/W TAPCONS MN SHANK 6IZE .14s MIN, HEAD SIZE MUGS MIL EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 W OL. MAX SPACING. 2X6. m SECURE TO BLOCK W00) 3/16' TAPCONS MIN. SHANK SIZE 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V47 WITHIN s' OF EACH END 6' CM 4 S' Of— MAX SPACING. V2' DRYWALL 2X6. m ❑ SECURE TO BLOCK PX4' W/(2) SAW TAPCONS R.T. NAILER MIN. SHANK SIZE .10 DOOR CASING MIN. HEAD SIZE J100 MN EMBEDMENT 1 V4') WITHIN S' O= EACH END 4 W O,C MAX SPACING DOOR JAMB OR WIDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +3" Ownw Tn T4Tnre {v" 2" ME SECURE TO BLOCK W/ 3/6' TAPCONS MN SHRANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') W M41N s' OF EACH END 4 W D.C. MAX 6PACMG. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SEGUED SECURE TO BLOCK THFWLkbH NON-sTRUCTURAL WW2) 3A6' TAPCCNs 3/16' TAPCON MN 1-1/4' MN SHARK SIZE JO EMBEDMENT INTO BLOCK MN HEAD SIZE 3dW MN M'BEDMEW 1 1/49 6, cm WITHIN 6' OF EACH END 4 W OL. MAX SPACING. Id' DRYWALL 2X0. ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPOOHS MN 6WANK SIZE )48 DOOR CASING MN HEAD SIZE 900 MN EMBEDMENT I V4') WITHIN s• OF EACH END 4 W Or- MAXSPACING. NOTE, SHIM A6 NEEDED TO PLUMS JAMS (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL M'EM'BES SV(2Rd WITHIN S• oR EACH CND 1 W TO s' = MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" �nTNr 'NVL aTncNr a.a• 2XM 010 615C RS TO BLOM W/ VW TAPCON6 MIN SWANK 617E J4S MN HEAD SIZE JI00 MN EMBEC'1 1 V49 WITHIN W OP EACH RAID 4 W Orl MAX GPACMG. 2X6. m SECURE TO BLOCK WK2) V4' TAPOON6 (MIN. SHANK 8120.145 MN HEAD SIZE 900 MIN. OMBEDMENT 1 V4') WITHIN S' OF EACH END 4 W O.O. MAX SPACING. 2XS, CM SECURE TO BLOCK WK2)V4'TAP04NS MN SHANK SIZE .10 MN HEAD SIZE 3-W MN EMBEDMENT I VW) WITHIN S' OF EACH END 4 S' O.C. MAX 6PACMG 6' CHU 112' DRY11I41 I I'XV P.T. NAILER l/S' OA& X W MN DOOR CA6MG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUE& DETAILS. NOTE, SHIM AS NEEDED TO FLUMIS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 7/16" G W TO BLACK +3 7/18" 2X4, 00 SECURE TO BLOCK W/ IW TAPCONS MN sow SIZE J48 MN HEAD SIZE .300 MN EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 IS' = MAX SPACING. 2X6, m 6ECRE TO BLOCK WY2) V4' TAPCON6 MN SHANK SIZE .145 MN HEAD SIZE 900 MN EMBEDMENT 1 V49 WITHIN s' OF EACH END 4 W OM. MAX SPACING. A(S. 1121110 690-E TO BLOCK WV(2) V4' TAPCONS MN SHANK SIZE Jos MN HEAD SIZE 3100 MN EMBEDMENT 1 V4') WITHIN s' OF RACK MID 4 W O,C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECRED THNOOIUGH NON-STRUGTLEML 3A6' TAPCON MN 1414' EMBEDMENT INTO BLOCK Ly 6' cm V2' DRYWALL ❑ i'X4' P.T. NAILde P P.T. X 4' MN r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAGTAES DETAILS. NOTE, 614I71 AS NEEDED TO FLAME JAMS (DO NOT EXCEED V49 DOOR JAMB TO SLACK +3 3/4" a r11/B7DOlf TO BLACK t3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 N Y 8L7HDm de LOT: ABBOTT PARK LOT# 15 BLK. 11 PROJECT# 04181.000-15111 MODEL4 4EWB "1499-FREEPORT" GARAGE BWMG: RIGHT 1PAGE: DETAILS 160 MPH EXP. C SCALE: 1/4"=1'-O" 1 D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 12/31/2021 20456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.22 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON. STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F80 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 1Z/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 239SSA THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU OCT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBOR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING OCT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 1Z/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 LAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/20Z3 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 f �y _p a 19U3311 & LOT14 ABBOTT PARK LOT# 15 BLK. 11 PROJECT# 04181.000-15111 HODELA 4EWB "1499-FREEPORT" GARAGE EWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH E C PltsOFCIND CONTROL JOIN K-44 E OF CONTROL JOINTS Td ME U WO TIED TO LATH . 6' O.C. MAX (vii NaM DO NOT FASTEN CONTROL JOINT TO WALL EYM IF S'IM EXI&M OEYOND EXCEPT STAPLE& UV %' LECi MAY OE U&ED TO T& P. INT DORM N&O TTAALLLAATIO � K"'I'VER& TO OE SPACED • T' O.- MAX VERTICALLY '-- ? THICK 6 COAT CEN'@fT / \ PLASTER r WM LAYER 4. POW"NOM / DUILOND PAPER APPROYfD METAL LATH FASTOED .T' (V ii O.C. MAX AT OrPORTS UAIO LAYER 9, elucc0 WIAP WOOD SHEATHING BEMIS LA114 III.... OE CCNrINIl W THROUGH JOINTS SUIT STOPPED TED AT EACH SUOE. TO PER ASTM CI&&9 Valli2X4 OLOCKM PLACID PLOT MAX 6' TO S' PROI1 CONTROL JOINT m" CONTROL JOINT FALLS ON STRICTURAL STUD R& POR LATH TO x NAILS ORS i STAPLES N COMPLIANCE LAY ASTM CIO&& 1 UAW TIES TO RE (NO. IS) 0D4.O' 11111111111111 / A OLOdCNS SHOM MAY RE IN ADDITION \ TO WALL STUDS WMIFED PER PLAN E =-.w 0-1 NA LVA I DWILOWNIIIIZ032=1 OI. roLn NWmm • ra. A OL Pao HumA L C ISAM . Pr. 6 6 aASO Pr. C ® 111p.n NMIO •lT.A >. cTaAee • PT. is L e6TwS . R. C 4 Fan M C NUR lT. 6 TLL PT: C TOUMM MOM" FL -No r UIOYICM PLANI. W,Bs,16NN MAL POLO. m bm CUT. AAPrROYW OILU.DNG u2tAP ' • .' EC1 Ap TOO Sea TIerANn1ED lllle &HALL GE LAPPED A MNI11M OF PIPE) WIFE TO FRA'Ni7 &' • VmICAL LAM (POLL UM END&) 1 &' • WMZONTAL LAP&. ALL 6EAM& NEED TO 0E TAPEO LATH VERTICAL LAP TO Be I' 111111.11000 WRM UUTH PORTIRER &HUTNMIG TAPE WP O LAYER 4, PIM PEER / \ OWLDUIG PAIRM METAL LAIN &h&' &ELF-aDFgeNG, nEl'eFAtE &�EIJa�AMDI�E111i 4rE�heFAPe / r nea I.aP . MRAL LAiN \ FLASHING OVER APPRDVID HOUSE UMtA' PLASHING r0 onec afro PU•E fA X X X I 47u4' &ELF-ADFE RINGi r='UPAM FLA&NN6 OVER Alialia D HOUSE WRAP. • METAL LATH PLA6IIUNG TO EXTEND ONTO PIPE U210 LAYER -1, I 1 THICK & COAT CMII NT W CONT. READ OP SEALANT STUCCO ulleaP I PLA&TEIt NeTALL APPRDvtD NOU&IIIA&AP AIR METAL LATH INFILTRATION MA RIER OVER • nN + I W O LAYER 9, POFT�IMM SHEATHNG U M LAYER 4, PORTP40M \ RUILDINS PAPER ELASTQ•E 11M COATNG OVER 610CC0) RUUDMK PAPER I CV. PNW44 (SEE TYP UT4LL SECTION) i 61UGC0 WRAP WOOD O EATHNGr YiSeJJ]!JS ER SECTION SECTION �{ T Exterior us• of cement plaster the a shell comply with the application With requiromenta o/ ASTM C 928-18b. r nN LATH IX. 4• otla Irrotallelicn of exler'ror IaUtiro and framingALL L,et• 2 sCALEr 1 Wl v-O' shell comply with ASTM C 106319a, or ASTM 1787, 4Sk4' OLP-ADMItING r 011111 E 1 iiA&HU•1G (CO-PATIO-5 UV HOUSE VERTICAL LATH I~MATeRIAL)oveR MPItOVED HOUSE WRAP. & PAPER DETAIL unoD enD& a.A&HN6 TO EXTEND ONTO PIPE 1' orlo P�ewETR Nam, SHEATHING 610E LAM Or rETAt PLAWrMt NAM 6RA" RE SECUPW TO MtAmfm rB'10I1t&. THLY �&UPPORs offru .EPI UUTH 0041&-IN. (121-1IN) STUCCO >f' LAP • I.ATu v+ • PAt'6w CUT AND OVERLAP CIE SIDE OF U PO AT INTERVALS NOT MORE TFMYJ S' (22111-rM). &ELF-ADHERMIG N'11111 NE PL4614N4 A& PEA A6TM CIO&!. STEP ® KICKOUT T,�� FOIL REPAIR OF NEAR& IN UFO LAYERS, rEAR6 HORIZONTAL LATH I P� P N TRAT I C DETAIL MAY M PATMW & PAPER DETAIL 3 A WHHOU&E U~ TAPE PER I'~ SPEC OR N.T.S. rm 4 BTIOK .T) � I a ILA0E6 AT 00rTOM OP MW 0 -A" 10 N6TANi.aF.sTICO:OIRr.w WOOD SHEATHING OR C IY WIRE, LAYER II, 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 FROOFAIIAI I SCREED S'XS' 'L' TYPE CONTINUOUS z 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. 6�� LEGEND DRAINAGE PLANE (IURB LAYER *1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) SS6'&ELF-ADHERING MlMORANE PLA11i (COMPATWIM V HOLM YIb1P MATERIAL) OVER 4 "' SELF-ADIERING MEMDRA FLASHING OVER APPROVEDM I1o1kE UAtAP. �- r0 EXTEND OurO PIPE CUT APO OVERLAP ONE SIDE GF SELF-ADHWi r®'1DRMC PLAIINING METAL LATH x—x—x—x STUCCO WOOD OR-111611 ZIP WALL SHEATHING JON SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-84-I-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA M. 0003325 ^. f M i fill III 6 stmErv. de LOT: ABBOTT PARK LOT# 15 BLK. 11 PROJMT# 04181.000-15111 MODICU 4EWB "1499-FREEPORr r' GARAGE 8WIN ♦: RIGHT PAR3m: WALL ASSEMBLY DETAILS 160 MPH EXP. C Jim rpRMT IDATM 8/14/21 811=T WA1 INSTALL r' SELF-ADMRMG r1EMt6R4NE FLASHING OVER TOP, 81DE18) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. LiEGiL��'-� of 9LA8WING TO ISE, X: L BOTTOM. 2. SIDES. S. TOP VENT CAP 18 TO BE GET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE I . TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. x; E-Z BEAD ALL AROUND VENT-APPLY SEALANT ALL I JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON MOVABLE FRAME AND STUCCO ON AL GIDEG, Y♦' CAULKINCr * JOINT ALL ROUND I I I 1 PER SECTION FUM7 EXMlor�ind� BACKER ROD I I 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. UIRB LAYER 41, STUCCO WRAP HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRIS LAYER •d, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER n, FIBER BUILDING PAPER c� cT1oN `METAL LATH S' CMU VINYL CASING DEAD W RAISED BAND K' TOZ Mm-,iu, � VEEP 6CIV3ED 6' WIDE STRIP SELF ADHESIVE FLAGHNG, CLEAN M6eGCHnr1' eeoRE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7 HORIZONTAL WEEP SCREED STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — - — - — • — — BUILDING PAPER) METAL LATH x—X—x—x STUCCO WOOD OR 'i/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-84'1-14a, MIN. 2.5 L5S. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT -PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT O TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK. FLASH' PIPE THROUGH UL4L[]]A. L 1 e' SELF ADHESIVE— FLAGHING (INSTALL PER MANUF. SPECS) BUILDING PAPEI UNDER 'QUICK FLA& A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRS LAYER 01, STUCCO WRAP WRS LAYER 02, FORTIFISER SUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER �i6' TO Ys' MID -WALL woe SCREED u100D CON87R1CTION 6' SELF-ADHESIVE FLASHING e• cI u 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 I— Al -- 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 h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT 's RANE Box:. FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO SHEATHING WQB LAYER 12, FORTPIBER BUILDING PAPER METAL LATH FA67M TO WOOD STRJCrURAL MEMI ER • T' Or- MAX DEEP�' ADHESNE RAS W.% CLEAN MASONR'r BEFORE APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK( STEP *1 STEF #3 8' WRB LAYER STUCCO WRY WRS LAYER 41, STUCCO WRAP APPLY 60 MM SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER .:.:.......:.:.:.:.:.:.::: STUCCO/ C.V. FINISH APPLY E-Z BEAD i' (SEE TYPICAL WALL OVER 60 MIN SECTION) GRADE 'D' G METAL LATH UN J IF SEALANT AT ALL JOINTS AND a INTERSECTIONS w. STEF *5 STEM' 1*6 n ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 rc Z 4 BUBDIV. & LOT: ABBOTT PARK LOT# 15 BLK. 11 PROJECT* 04181,000-15111 MODEL: 4EWB "1499-FREEPORT' GARAGE B'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD CONSTRUCTION V HAT CHANNEL 'TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 01, STUCCO WRAP THICK 3 COAT C PLASTER WR5 LAYER fl,_X STUCCO WRAP ` �o .WRB LAYER'(, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' SAA • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 6' SELF-ADHERENG -`—FLASHING WRAPPED • TOP OF WEEP SCREED :, TO SHEATHING BELOW X WRB LAYER M, STUCCO WRAP` ' WRB LAYER n, FORTIFIBER iBUILDNG PAPER I b• BELP-ADHlREING f FLASHNG WRAPPED • CORNER OF CANTILEVER NO GAP N FIELD —" (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL. ® CANT. SCALE, I IR'•1'-Q7' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / A5TM G-541-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER h 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 Vn CASNG BEAD J' THICK 3 COAT CEMENT PLASTER 5/8• TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHF-AT14M FINISH I' THIC COAT CEMENT (2) 2xI2 HEADER R3 VINYL CASING BEAD L NO GAP IN FIELD (SHOU.N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 01 (LEATHER RESISTIVE BARRIER *2 VNYL CASING BEAD J'THICK 9 GOAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH J' THICKCOAT CEMENT HEADER/BEAM R3 VINYL C�I�� - Z_ NO CAP JN FIELDIN FIELD (84OWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION ma. W►om FRAM WAU INS -FLOOR o2cm PRE-ENG'D TRA86 U.EATIIBIDAA IRM U.EATH9FRESISTIVE DAPIRDR 9 � � 3 COAT CEMB41 METAL LATH WOOD SHEATHING — A' ro6rcn,E Dw m / X IWIEP SCRR6D YQS4A W EGIY RY2RE (SHOWN FOR CLARIFICATION CIF SEPARATE ACCESSORE6 ONLY) COLUMN SHEATHMG WEATHER RESISTIVE BARRIER 01 7 • RESISTIVE BASER W SAF \ PEEL 4 STICK I J6'x3• 'L' FLASHING t FULLY EMBEDDED IN ROOF CEMENT 1 JQ X W 26 GA GALV. METAL DRIP EDGE )V GAP PC BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, JS' MN. DRY WALL ' t SPACE FROM DRIP j' THICK 3 COAT OEMBdT VINYL CASING BEAD V FACE TO THE WEATHER RESISTIVE BARRIER 4 K-46TER WEATHER (RESISTIVE vWYL COPWJM IWAD w� WATER PROOFING 4t :` B9 ARRIER LAYER (2 LAYER PEEL 4 STICK) .wr.w�'�'i "a..w"". EXTERIOR COLUMN COLUMN SHEATHMG 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GAGALV. METAL DRIP EDGE PEEL 4 STICK) SET IN PULL am OF 6' PEEL 4 68ALANT, )P MN WICK • DRIP SPACE PROM DRIP EDGE TO DECK PACE TO TREX JY GAP FOR BACKER I fi'XI'1i P.T. OR 6W'MJLATED ROD 4 SEALANT WOOD (TIOW FILLER VINYL �,� READcONTWeJW6 ILLATER PROOFING VL ' WEATHEIR RE616TIVE LATER l2 LAYER PEEL 4 F DARRER'I STIM WRAPPED FROM "' WEATHER RESISTIVE BALCONY DECK TO CMANTILEYM BARRIER Q W FEEL 4 WICK • DRIP E am DECK ME'1DRANK. OVER DPoP OR FLOOR scan 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF CONTNU" iRAc X GAP FOR VINYL CASING BEAD ROD 4 SEALANT LWATER AYER ROOPMR fat 1 PIN16N LATER (2 LAYER PEE- 4 6TICIU STICK) WRAPPED PROM 9/4 RESILIENT BALCONY DECK TO NAT CHANNEL THICKS COAT CEMENT METAL LATH . „�,,,, WOCD SHEATHING I W/1L)fT13lED 4 PANTED � BARRIER � FINISH uEI,THER RE CK3 GOAT CEMEfI' BARRIER 42 ILA64' POSITIVE I vW'fLM., BEAD VEEP 6CIlEEI VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLAWICATION OF SEPARATE ACCEOWME8 ONLY) BALCONY DRIP 11 EDGE INSTALLATION PEEL 4 STICK 61 &A.F. I J6'x3' W FLASHING S FLOORR FULLY EMBEDDED IN ROOF CEMENT 1 JV X 3. 26 GA GALV. METAL DRIP EDGE I Ji'XI 1S' P.T. OR SWMIJLATED SET IN PULL BED OF WOOD (TREX) FILLER SEALANTjj' MIN. 0ONTIN)OU1S SPACE PROM DRIP FACE TO TREX Y1 GAP FOR SEALANT VINYL CA6NG BEAD OPT. BACKER ROD. WATER PROOFING lot MODIFIED 9® LAYER l2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCCNY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH I' THICK 3 COAT CEMENT 4' POSITIVE DRAM VEEP SCREED PLASTER VINYL CORNER BEAD (SWOLLN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION® COLUMN ('LNG FLASHING) DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - • -' - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - WOOD SHEATHING WR5 LAYER 41, + 8TUGG0 WRAP 2x FRAMING MEMBER i' THICK, 3 coAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 42, FORTIF15ER 2 Imo, C ESUILDIN6 PAPER 7 FASTENED TO SHEATHING ! WRB LAYER 01, 11 °G METAL LATH STUCCO WRAP C WRS LAYER 9, J' THICK, 3 COAT CEMENT i WRB LAYER 02, FORTIFIBER STUCCO WRAP PLASTER ; 5UILDING PAPER WOOD SHEATHING WSELF-ADHERING ' METAL LATH METAL LATH FLASHING iJ' THICK;, 3 COAT CEMENT WARE LAYER 12, FORTIFIBER BUILDING PAPER 1p(pLOpED IEw FOR PLASTER ' CLARITY) SRR���� DRIP CAP WINDOW FLANGE lk 2 1/2' lk- CORNER BEAD (FASTENER 4 SPACING m I- O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK WRB'LAYER 9, STIJGGQ WRAP WRB LAYER 02, FORTIFIBER ' BUILDING PAPER METAL LATH k THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP ' WINDOW FLANGE LL 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) • 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407.7744078 www.a bdesigngroup.com AA P.. 0003325, y z F ARK 5 1 04181.000-15111 UODEJL4 4EWB "1499-FREEPORT" GAN&GE EWING: RIGHT PAGR: WALL ASSEMBLY DETAILS 160 MPH EXP. C Yi GAP' k THICK 3 COAT CEMENT wooD BREATHING GA TO R" METAL LATH LEGEND IX TRIM MEMBER LAYER , •STUCCO STUCCO NCCO WRAP SIDING SITION TO WRPS LAYER 12, FORTIFIBER DRAINAGE PLANE (WRB STUTRAN WOOD SHEATHING BUILDING PAPER LAYER M, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER a, FORTIFIBER WRB LAYER 02 (FORTIFIBER — • — • — - — SUILDING PAPER 6 . rK WRB LAYER "l, BUILDING PAPER) METAL LATH i StUGCO WRAP METAL LATH x—x—x—x k THICK, 3 COAT CEMENT ! WRB LAYER 02, FORTIF15ER STUCCO �� STUCCO LAYER P STUCCO PLASTER ! BUILDING PAPER STUCCO WRAP WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING ! ' 77 6` SELF-ADHEREING SELF-ADHESIVE FLASHING g— — — — VINYL ANGLED EXPLODED ' THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ;.----------------------------------------------------------------------------- - -- - - - - 4' THicr, DRIP CAP (CROSS SECTION) ;' SEALANT PLASTER3 GOAT CEMENT WINDOW FLANGE � LAYER AA �P :; METAL LATH VINYL ANGLED WOODOOPNT1O1� I BEYOND CASING BEAD ' i q ! HEATHER 0E61e1IVE Waco SMA74m WRB LAYER 02, FORTIRBER r BARRIER -1 BLIILDjNG PAPER i = ueAneR ReeleTrvE �' ♦ i WINDOW FRAME f BAWWR-2 �'j \ I / WRB LAYER 02, FORTIFIBER METAL LATH !(� x�Jti .LMaICMb ��� / BUILDING PAPER uw �ve,a�. /l 1 k THICK 3 COAT CEMENT f ;;,•'. _ i r' eELf-ADF4RRG I a PLASTER i R.AGWM �� 1 1feelsT1ve BAPINEft -1I E-Z BEAD VINYL CASING I N MATHERRE64TIv! i (W/ 'FLEXIBLE PVC BACKER ROD) I 8TAR1lIt STOUP 6'SELF-ADHERING I �I \� r�ACFIE1Qrlo I y� 1 FLASHING CYALV'D METAL DRIP CAP � W04 R WRB LAYER 01, STUCCO WRAP, I �Ix r• a AIMT o I WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE TRH 6' SELF ADHESIVE FLASHING I CASING BEAD ® WINDOW \„;•,;� I WOOD SHEATHING 15C ( FRAME, W/BAND) ,� MAPW/CALLKad9 2x FRAMING ` { / r ; MEMBER DETAIL BELOW EXPLODED i SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------------------------------ ------------------------------------------------- f ---------------------------------------------- 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT ` WOOD SHEATHING NOTE: /% CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION / SEALANT TO WINDOW METAL LATH METAL LATH R103.1.1 / ASTM C-641-14a, MIN. 2B LBS. I I PER SQ. YARD (UTILITY OR NOMINAL I UR5 LAYER 02, FORTIFIBER I LATH DOES NOT MEET SPECIFICATIONS) I BUILDING PAPERWRIS I S UCCO UU)PAP WOOD SHEATHING 01, WINDOW FRAME WOOD SHEATHING WRB LAYER 02, FORTIFIBE �� ION v eELP-Awelar� BUILDING PAPER i U1OW eFlgfN1N9 WRB LAYER 01, WEATHERMOTIVE A/ THICK 3 COAT CEMENT i STUCCO WRAP ii \ BBAAMERRTHEIR -IeTLAP 1 PLASTER i -2 URATHM E \ OF'r ABOVELASHMT°r I I WRB LAYER 02, FORTIFIBER 1x'x APsrow 1 n I I BUILDING PAPER /ea"aal'"ER61eT VINYL ANGLED ! v e[Lr-ADHEltrtdb ,. WRB LAYER •I, CASING BEAD ry eellaro \ / BAMER �elenvE i STUCCO WRAP VINYL CASING BEAD <.' METAL LATH eTARfOta?" ter. (EXPLODED �' THICK, 3 COAT CEMENTIfIl5w i I ��� •'r°1W i ETAL 6' WIDE PEEL 1 STICK I VIEW FOR PLASTER MAL OMMIM; WINDOW FLANGE OVER FLANGE CLARITY) mALV'O METAL ��' u,EATteR Rle16TIvC 'r L _ BAMINt -1 TO LAP I E-Z BEAD VINYL CASING Or 1 R.AGHM I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) E-z eFLE VINYFLEXIBLE ca66r. 1 x r' a RM -APPLY FULL BED OF SEALANT BETWEEN JU n Ex18Lt Pve i u�30O nem�R MEMBER CASING BEAD ® RAISEDPLA6WM\ ' I �� BUILDING FLANGE 4 BUILDING WRAP GAP We—AULKM BAND (FRAME) �`"" \\ °""""°VEDGRALANT WRAP 1"7A -- t.. �T ge16TIYE • ... R Igtlt61eTIVE ' SGALE: I I/2' • I'-0' e.z eEm ve.n•L e�e616 �r ----�----Y--- -------- --- ----- ----- ueA REelenvE SIDING n RNO�) Mc 0 FRAME OSTUCCO WEAnMTO FRAME "M16�� 16 A E z BEAD WINDOW CASING 19 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX 407-7744078 www.abdesigngroup.com AA k.0003325 f BUBDIV. as LOT: ABBOTT PARK LOT# 15 BLK. 11 PROJECT* 04181.000-15111 MODRIZA "1499-FREEPORT" GARAGE 1 WDfG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ASPHALT SATURATED FELT 4'. S AND IV CARE 9HOULD BE TAKEN IN KEEPING TIE VENT PROPERLY ALIGNED. VENT PIPE IS SEALED IF UIUMD. NAIL IN PLACE SHOPM IN GALVANIZED USING 1--NAILSATEACHCORNER.ROOFINGCEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NAR THE OUTER EDGE AND ARWND THE ENTIRE PERIMETER AS NEOPREIIE BOOT CUT ENECK VEM OPENING IN TIE ROOF SHEATHING.S—TEOPENINGIN�NATHTE RECOMMENDED IN SEVERE V.EATIER COASTAL CONsmLICTIONZOlES. OIA SHORNANTEEVENTAMECHANI—VENTFANIS THE VENTACCORDANCE �•.�, USED, SIZE OPENING IN WI VENT FAN MANUFACTURE'S PIPING CONNECTION . IN. LOTIONS. DOWTCLITINTOTRUS RS AFTEVAHENCUTTING THE � DPENNGIN REMOVE INTERFERING SHINGLE NAILS AROUND THE `I`J,• PERIMETER OF TIE OPENING SO THAT THE NAILING FLANGE OF THE VENTLAYS FLAT TO THE ROOF SHEATHING, SLIDE THE ASPHALT PLASTIC CEMENT TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHWLE6. ALLMTHEBOTTOMVENTPI—IESTOIAYON I MOLDED ARWN) BASE OF PIPE AND OVER FLANGE TE TOP OF THE SHINGLES. IF 41 -- —till [ o ROOF HOOD VENT DETAIL ehr+a MMA oum XK R IN" MOLD N AT. F AMIMIS P MN OlYOF1D JAFD RAMIN6 "TALL VtM I CAP Mode PL LAGH MRI 1' glww SILL FLExIeLE rLAeHWn DO I'm Will OOITOM PM ovv almo STEP 7 im, ALM R,&AHM 1w W. EDGE Or MLL RA Z'of:IMNIGNW.T PMUN ( EDSl1. � NAILS, STAPLES) WALL CRONY RJCBLR/r " 71 RASHMS AT TM PLUMBING VENT DETAILS AM ADHESNE - '., LCTO-~ aOMIV, WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 3B" WOE VALLEY FLASHND Sd OR HEAVIER FELT UND!PLAYMENT 1 ASPHALT ROOFING CEMENT XTRA FASINERS IN END OF SHINGLE XTENO ENDSHINDLE AT LEAST 7 BEYOND VALLEY CENTERUIE "CLIPPED OFF CORNER AT dB DEGREES FROM VALLEY CENTERLINE bcm L R M T1E GONTACTOM F@9WN ISIDILTY TO V"trY ROOF VALLEY DETAIL + A".�» `*"'°"`' PLAWHMo SCALE- NTS MAIM" DLRMo CON6IM41 N. 2. MSTALL ALL MATIM" PER MAMtACTU10ft WQrrm SPeceNcArkm MALAWS MAY WA= ADVERSELY F NOT COMPATW' LM EM AND REAL JAM TO BILL JOINTS WITH DOW 11M POLLOWMG COMPLETION OF E>CMPJCR RETROPIT WOW REPAIR SCHEME 6H06N SHALT. BE RIPLEMENTED AT ALL WNC40M WITH EVIDENCE OF WATER MTRWION EELOW THE WNDOW OPENING REAL MTERIOR ER TOR OF WINDOW - SEAI A4R APPLY ow 1m (O EQJAL) SRALANT 1 FLUID APPLWP ILAWMS (LANDD YWWTE•SRAL RC4M OR I=— " SLOPE SILL to aH WALL FLASHING INSTALLATION DETAIL (MASONRY) SCAIA, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdeslgng,ou p.Dom AA 8: 0003326 W D1 I al i m, BU13DIV. Ae LOT: ABBOTT PARK LOT# 15 BLK it PROJECT# 04181.000-15111 acoazsl� 4EWB "1499-FREEPORT" GARAGE BAYING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. -- 2x6 SUB -BANS W/1'x4' NOTCH m /— END, WRAPPED IN PEEL : STICK IL. I" DRIP EDGE ,1\\ 1 1 I\ "I/8TEXTURED I \ FINISH * WOOD 1 \\ 2X6 Sue 1\ 11/S 1/2' TEXTURED \ \ FINISH ® CMU \\ \ METAL FASCIA \\ �\ WRAP Ys' FROM \ \ STUCCO, I' FROM \\ �- WOOD WALL \ EXTERIOR WALL \\ o (FRAME OR CMU) \ — �%\\ NOTE; NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION METAL FASCIA 1/8, TEXTURED FINISH • WOOD, ZV TEXTUFED FM18H s CMU `—METAL LATH WOOD BHEATHIWs OR CMU WRB LAYER h, STUCCO WRAP(FRAME ONLY) WR S LAYER 12, FORTIRBER BUILDMG PAPER (FRAME ONLY) c:l ROOFM6 CEMENT DRIP EDGE METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) �— H/O' TEXTURED FINISH a+ i WOOD, 1/2' TEXTURED FINISH a CMU ",�2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x j FELT PAPER x x x x x x x x x x ' x x x x x x x x x x ;. DRIP EDGE x x x x x x x xr:. x x x x x (REFERENCE POINT ONLY. FOR WALL OFF x SET OF COMPONENTS) SUB BAND DETAIL ® WALL Emb METAL FLASHING, WRAPPED MIN.): ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL t STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY x x x x •� x x x x x x x x x x x x x x x x 'l. x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT tv x x x x x x x x x x x x x x x x I, '. WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT W/TEXTURED FINISH x x x x x x x x x x x x x x x x x x x x x %- FELT PAPER :..: .. x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFEREONRCWALL POINT W/126 NAILS 6'-8' x x x x x ONLY• OFF O.G. MAX. x ' SET OF COMPONENTS) ®FLAN A 2x SUB -BAND W/Wx4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH +� END, WRAPPED IN PEEL t STICK •ROOF CEMENT +� ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdeslg=p.com AA a: 0oo332s o a BXMDIV. Z LOT: ABBOTT PARK LOT# 15 BLK. 11 PROMWT# 04181.000-15111 M0DEZA 4EWB "1499-FREEPORT" CiAIiAGM 9WINCi: RIGHT PAGIC: WALL ASSEMBLY DETAILS 160 MPH W. C FOUNDATION NOTES WE AR'.n" 101-91 27'-3" 23'-3" 3'-6" 11'4" TE-1 7 YA 3 1/7' w w� w i 4„ N CONC. 0"0" 4" CONC. SLAB o. SLAB I T p SLAB i i FM-12XIS _4 r "1 EXTEND SLAB 1 1/7' ,1 1.1 2'-8" 11' 10" 14' T' 1A 1 I 1 1 •' I ii 4„ PVC 1 I CHASE0101. I °x� llll Ij i 111 21'-7' 11 1 j i6'•10" 1 1A II TOP pF SLAB di I• •I i I EXTEND I I SLAB 1 1/2"_ TE 2 J . _ _ _ _ 5 „2,_81 19'-6" I � I �I N� �I a �I_ i� 1A I w LL 4" CONC N I EXTEND la u�1 SLAB I 1A 2 SLAB 1 1/Z' 1 I gon 4:3 1/2" I SIM. ,.1 I LL 1/7 ,-5„ 4 1/7' _ 7 1/2" L L 1 FM-12X18 1A 1 1.1 i• - c MC-12X18 FM-12X18 FMC-12)( 2 v &4 4 SIM ,_4„ 1.1 4'-2" 14'_8" FOUNDATION PLAN SCALE: 1/4" = T-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.8INDICATES #5 BAR, DINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm - 2,000 PSI, TYPE "M" OR"T 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 W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W 1 A.W 1.4 OVER GENERAL 3 UZ' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" - s - (+)0'-0" FM-12x18 12" CONTINUOUS 18" - (2)#68 - (+)p-0' FMC-12x18 17, CONTINUOUS 18" - (2) `s #51N CURB VARIES TE-2 12" SEE PLAN 8" - 's _ (+)0.-0" FM-12x12 12" CONTINUOUS 12" d N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,8078 FAX 407-7744078 www.abdeslgngroup.com AA M. 0003325 , ^� 1 Lj ABBOTT PARK LOT# 15 BLK. 11 4EWB "1499-FREEPORr' GARAGZ BwnTc: RIGHT PALM FOUNDATION PLAN EXP. DATM 8/14/21 BCAL1,2: 1/4"=1'-0" BIEMT s1 MIN. EACH WAY MONOLITHIC FOOTING • p STEEL REINFORCING IN GROUTED i_ STEEL REINFORCING IN GROUTED ••' CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND�.•o. - ; on SPACING REQUIREMENTS SPACING REQUIREMENTS . r— ..(��ii �j •:'�.- GARAGE DOOR a �' u� • p �FM RECESS • - y� m 10 8" CMU WALL "8CMU WALLS . CORNER BARS, SAME SIZE AS LARGER BAR � d � � IN FOUNDATION WITH 30" LEG EACH • w - TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS - �._r..— _ MATCH AMOUNT OF CONTINUOUS BARS ••I • CURB FOR • .{ - • a' EXT. PORCH SLAB ,• . SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) -. #3 16, :�—• _ EXT PORCH SLAB Il. 1 1 a -VAR S SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER I� LL '"a. CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET AT ELEV: W/ 1/2' ISOLATION JOINT (WHERE d 6' CHAMFER (2STORY) •'� #q 2q Wl 1YI' ISOLATION (1STORY) 6' CHAMFER (2-STORY) 0-(p APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE •; . APPLICABLE) A. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING $ FOR MD, BAR SIZE #6 36" z 1 FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Z AND BAR QUANTITY h AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'O � L GARAGE SCALE:3/4",'�' CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL o 8" CMU LAP TOP PLATE A MIN. OF 46' AND NAIL W/16d COMMON 5 #4 REBAR @24" O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT SLAB LAP TO OCCUR OVER STUD OF WALL W/PLAN i e z - 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SVP o NEW REINF. BAR SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SPACING. SINGIE BTM. PLATE SECURE BT. PLATE TO SLAB W/ V2"19" WEDGE ANCHOR W/ Z' ' 2' CAPPED EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. 70P WASHER SET IN HIGH STRENGTH �'_ 4• GALVANIZED PIPE d 8", UNO i Q FOLLOW ALL MANF. PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC ! ¢ WIFLANGE BASE ® h SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX h I 4" CONC., REINF. W/ USE AND I BTM AND TOP PLATE M1 - 1 k6' #10 W WM ON PREPARATION OF g ANCHORS W/ 10d x 1 17' POLY ETHYLENE VAPOR BARRIER ON VAPOR n 4 4 HOLE. COMMON NAILS FILL ALL 1a �'I HOLES, DO NOT USE 10tl z � ' WELL -COMPACTED SECURE FLANGE TO x 3" p SEE SLAB SCHEDULE JI CLEAN FILL TERMITE SLAB W/(4) 1/4" X 21/4" g } TREATMENT SHALL BE TAPCONS 41' u BORA-CARE TOP OF SLAB • (2) CONT. #4 REBAR <tl• 4" CHAMFER (1STORY) ' ' ~ f I' 6'CHAMFER(2STORY)a,�- . � ' (2) #5 REBAR ON CHAIRS ,`L 2,000 PSF VIRGIN SOIL OR 95-A 12' MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL _z rc g ? COMPACTED SOIL U EQ. EQ. SEE SCHEDUL FORMD BAR SIZE SLAB HEIGHT LESS THAN 3'S' pER PLAN ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL C sfgo_���L LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, V O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE s PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO o SLAB W/10d MASONRY SLAB W/10d MASONRY NAIL NAIL 16" O/C STAGGERED. ADDITIONAL METAL PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. Y u CONNECTORS NOT ADDITIONAL METAL 0.. REQUIRED WHEN NO CONNECTORS NOT RED UIRED WHEN NO 8"CMU WALL UPLIFT IS PRESENT, UPLIFT IS PRESENT. i TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB SEE SLAB SCHEDULE TOP OF SLABa• LATED" COLUMN PAD b NTERED UNDER WALL AND F URED MONOLITHICALLY WITH NDATION AND SLAB ! ..4• LE 1SEE SCHEDULE SIZE J EQ. EQ. FOR BAR SIZE ./ AND BAR QUANTITY SEE SCHEDULE FOR W. BAR SIZE AND BAR QUANTITY BAR /AL AND BAR COMBINED EXTERIOR MONO - . INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION 9 SCALE 3/4"=,'-D" WOOD WALL FOOTING AND COL. PAD 10 SCALE: 3/4"=1'-0" 6DALE: 3/4"=,'.�' (NO UPLIFT) : (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA d: 0003325 9 9vHDiv ae LOT: ABBOTT PARK LOT# 15 BLK. 11 PROJffiCT� 04181.000-15111 MODEL• 4EWB "1499-FREEPORT" GARAGE EWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 28'-10" 21'-2" 14'-r' 2'-4" 0 i� b 0 0 lk O a (V a N N b 1T-11" io 9'-4" JUN DOWEL PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdealgngrou p.com AA 8: 0003325 f z aVHaIV. Aa LOT: ABBOTT PARK LOT# 15 BLK. 11 PROJECT 04161.00t0-15111 uoaICU 4EWB "1499—FREEPORT" GARAGE BIVMG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELE • I .4 4 A, CLEAOUT REQUIRED FOR INSPECTION '� ', :•4 .r I TIEVERTICAL REBAR T TO HORIZONTAL ;a,;•' REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA #3 18" #4 24" 5 0 #5 30" #6 36' #T aT HORIZONTAUVERTICAL REINFORCING SCALE: " STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o a SPACING REQUIREMENTS �a 0. 8" CMU WALL bE TOP OF SLAB : 4' TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE ^ 4" CHAMFER (1STORY) LMATCH BAR SIZE 48 BAR DIA. z a ! r : " •4 .: W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18 M i JOINT (WHERE L #4 24' .4= APPLICABLE) STEEL #5 30" 8" PVC CHASE a REINFORCEMENT #6 38 THRU FOOTING PER SCHEDULE #7 47' 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT SEE SCHEDULE - PER SCHEDULE FOR MD, MR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" #5 BARS 8" El § CMU UNIT DIMENSIONS � ARE NOMINAL SIZES © MASONRY SYMBOLS 3 SCALE: 3/4"=T-G' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 i 6 C 9VHDIV d0 I.oT ABBOTT PARK LOT# 15 BLK. 11 PROJffiCT 04181.00 —15111 U0DEU 4EWB "1499—FREEPORT' GAliAGE AWING: RIGHT PAGIfl: DETAILS 160 MPH EXP. C 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/Z' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER (✓M 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 Y-(r, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE REUM 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 fe (Psl) SIZE ZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID L---m J FINISHED GARAGE 5LA5 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, F132760 PH: 407-774E078 FAX: 407-774-4078 www.abdesigngroup.com L AA 8: 0003326 I 04 6 a[THaIV. as LOT: ABBOTT PARK LOT# 15 BLK. 11 PR0J3CCT# 04181.000-15111 MODEL 4EWB "1499—F'REEPORT GARAGE 8WING: RIGHT 1PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DATE: 6/14/21 BCALE: 1/4"=1'-0" a MT s2 #5 CORNER BAR W/3D" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1D" HOOK 30'TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING 2. . IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �aGM AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. p1E / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE UNTEL / 0; � 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. • •��G F =FILLED W/ GROU7 NO U = UNFILLED NOMINAL # OF#5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1AII I B P�IVEQE� NOMINAL—�� e HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1M/O8 INDICATESA DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - IT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST :-31'M' WINDOW n. SILL Z o SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'-U TYP. 89c8" 61 BONDBEAM TYP. 8'kK*' b BOND BEAM Bx16 DEL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM 7PF N(1)#5 BAR .y: BOND BEAM GROUT SOLID FROM TO LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY DPE"'"G-2' BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE LINTEL, NO STEEL (Lt) REFER j . TO PLAN FOR LOCATIONS r�o I -] 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 00033253 4 oxmDZV. Z LOT ABBOTT PARK LOT# 15 BLK 11 PliOdffiCT 04181.00-15111 MODICLA 4EWB "1499-FREEPORT" 6AVAGZ8 81IM MG: RIGHT PAGE: DETAILS 160 MPH Ely. C "LOTT4S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR S" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH eUe 818.08 e•1T 1T 1TAB 1T=18.7 1T= TYPE LENGTH 8/BPLAIN 8/880LID TYPE LENGTH 81 1IT 1 1T 8120.1T ere4.1T IT s182•IT MIS o-ITn ITn ITn ITnSIITn as-zr Onasr SFAW Sr24sr ama arrest 3'4' PRECAST 1438 962 3114 4217 6321 e420 31 3'4" PRECAST 889 1024 9'4' PRECAST 1aSi 3124 4394 SM 0132 7001 21a6 0118 Saes 7T00 9037 000 1059 eS24 43W se68 6192 7001 w4r PRECAST 1065 700 230E 3125 304E 47es 87 4W PRECAST 514 763 44r PRECAST 1303 3000 3615 4V0 SUB Sole 1061 $113 7102 SM 7027 51 1308 3000 3615 4670 682E S519 4'4' PRECAST 819 on 1770 2400 3086 3080 =0 4'4• PRECAST 398 591 4'4' PRECAST 12D7 25s2 3375 4048 4711 sm 1625 5743 7547 0702 041 75115 1207 2707 3V5 4043 4711 sm S'�' PRECAST 931 1247 19IS 2080 3123 3888 42W 6'-4• PRECAST 411 411 5' 4' PRECAST 1016 im 2374 21" 3513 4064 1319 4400 71M 7342 GM GM 1018 22M 2aas 3399 3961 4084 5'-10' PRECAST 817 1024 Iasi 21M 2540 30M $470 5'-10' PRECAST 840 339 5'-10' PRECAST on 141110 1971 2443 2815 311157 llel 3oee 6677 Sono 8548 V76 SO 2m NO 3107 382D 4133 8'4' PRECAST 002 1130 32V 3081 3707 4868 SOe7 V4' PRECAST 410 721 V4' PRECAST 835 1201 1578 1905 nu 270o lIR 8227 4006 7054 I0000 Se25 ee6 I= 2829 2790 3251 3712 T4' PRECAST SI0 see 249s 2206 280 3191 3805 T4' PRECAST 303 534 T4' PRECAST 716 o00 1191 140 1743 2D26 93e 240 3406 4884 70V 6472 727 low NO 2428 2827 3228 9�' PRECAST m ISM 2204 201 we tam 9'�{• PRECAST 192 384 9 4' PRECAST 454 m 7" 940 1120 1310 0s0 1874 2210 3081 400 4eI9 572 1318 1643 7989 2164 2510 10'4" PRECAST 388 487 1247 1767 7904 2183 202a 10'4' PRECAST 151 301 10'4' PRECAST 3" 406 612 m see 1042 eeo Uff IIS97 2781 3222 e7S4 as Ilea 14n 1768 1710 1900 71'-4' PRECAST 330 e44 1312 1742 2202 2866 303D 11'-4' PRECAST 132 417 11' 4" PRECAST 430 400 m an m an 5" 1312 1742 22a2 2s8B 8562 406 1042 On ISO 4470 1710 I2'-0' PRECAST 308 SO7 1210 Im 2046 2N0 3191 12'-0' PRECAST 111 370 lZ4r PRECAST so 39111 474 6s7 SIG m S07 1210 INS 2DIs 25ss 6177 440 910 1800 1000 /814 1470 17-V PRECAST 270 438 104E 1366 Im 2157 205 174" PRECAST 82 298 13W PRECAST 308 303 393 484 Ism Go 414 1045 1866 1732 2316 2N5 309 m 1057 1312 lo71 12DS 14'4' PRECAST 254 386 m Im Im ISIS 2279 14'4' PRECAST 71 293 Wr PRECAST 279 278 300 443 on an 380 m Im IWO 1980 21100 378 717 901 1102 US 1133 14'4' PRESTRESSED N.R. NR NR NR NR NR NR 14W PRESTRE88ED N.R. 203 14'4' PRE87RESSED no 422 hoe eta 746 SIS 466 1079 1429 1024 2VT 2712 240 008 Soo 12V 1474 1715 164• PRESTRESSED N.R. N: NR NR NR NR NR 15'-4' PRESTRESSED N.R. 252 low PRESTRESSED 224 3V 464 674 04 m 412 1014 1340 1703 2118 2513 230 ale on 1134 1363 15n 1Trt' PRESTRESSED N.R.800 NR NR NR NR NR NR 1T�' PRESTRESSED N. 183 1T-4' IV 326 305 451 8tr7 Soo 866 1121 1413 1739 2D47 192 WO 720 601 1136 1312 194' PRESTRESSED N.R. Nt NR NR NR NR NR 174, PRESTRESSED N.R. 148 19 4" pRE3TRE8SED 102 Zee m 480 W3 m m788 on I= 1487 1716 lee 429 an am m 1000 21W PRESTRESSED N.R. m NR NR NR NR NR 21'4• PRESTRESS® N.R. 125 21'4• PR�88m 142 219 305 eat 454 627 ISO Go m 1030 lies 1468 142 V3 5s7 m 610 943 22-V PRESTRESSIM N.R. NR NR NR NR NR NR 270 PRESTRESSED N.R. Ills 2Z4r pREg[Moom 137 ne no eye 428 467 105 550 784 m 1208 Im IV 860 618 m 779 S00 N-(r PRESTRESSED N.R NR NR Nt NR NR NR 2f-W PRESTRESSED N.R. 91 W-W PRESTRESSED 124 174 246 302 m 418 229 450 854 824 1014 tt47 124 ate 465 11 0a1 eel I 7e3 - ALL VALUES TAKEN AS THE LESSER FROM WE LOAD TABLES' BY QUALITY 2018 EDITION, LOT 'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 19-0130.13 d N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX 407-7744078 www.abdesigrvgroup.com AA B: 0003325 BTMETV. Z LOT: ABBOTT PARK LOT# 15 BLK. 11 FROJECT# 04181.000-15111 MODEL. 4EWB "1499—FREEPORr GARAGE (SWING: RIGHT PAGE: SAFE LOAD TABLES 160 APH EXP. C 17 8CALE: 1/4-=1'-0" 1 S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1YY' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P13S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" - V-0" JUN 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 � www.abdesigngroup.com AA 8: 0003325 f tr z Y Y A OUBDIV. ae LOT ABBOTT PARK LOT# 15 BLK. 11 PROJECT* 04181.000-15111 HODZI. 4EWB "1499-FREEPORT" OARAGIQ OWING: RIGHT PAGI C: FRAMING PLAN 160 MPH EXP. C A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 f' NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFAWALL/FLOOR # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH HTSM20 TO SHEATHING x 1 NAILS TO TRUSS TRUSS AND (4) 1/, AND x 21/4" FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DBI STRAP, , H S TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2' x (16) 10d x 3 }'NAILS TO GIRDER AND E 6', 8" x 4'-0" MAY BE ADDED # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (1.2) 16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4" x 2114" W, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/(3)1. GALV. COMMON NAILS. ENGINEERED WOOD iX2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL - MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = UA810 LBS, 1-:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT=U:2705 LBS (2 PLY) 2" COVER & APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c SCALE 3/4-T-O' ��MISPLACED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE 3EMBEDDED PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-6' O.C. (AT O PRE -EN WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 024" O.C. NOT SHOWN FOR CLARITY) MAX e-a• M" pvnx4) OR 1a-0` MAX 1WRX4) 0 (2) 2X4 No.2 SVP DIAG. 2x4 BLOCKING BETWEEN � BRACE W/ (3) *, @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 1x4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING SEAMS) 0'4" TO 30'-0" (1) "X"BRACE BRACING, SEE LOCATION VERIFY 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE `IL PLAN FOR LOCATION Fz SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN (1) "X" BRACE 0 CENTER TO BLK W/ 1R" DIA. p >2 d MAY NOT BE W/ 1/2' DIA. ANCHOR BOLT W/ 2' (2)'7(" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' m Z REQUIRED WASHER SET IN HIGH .1 FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. 2x WOOD FASCIA, STRENGTH EPDXY 6' MIN. EMBED. AT 3Z' OC BTM. CHORD OF EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. SEE ARCHITECTURAL MAX. WOOD ROOF TRUSSES PLATE W/ 12d's 6' O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE T02x8 P.T. PLATE W/ 12d's 6' CONC.POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT, 2x4 SECURED W/ (2)10d" C EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. tx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2"SECURED W/ (2) 10d'. C EACH 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED 0 10'-0" O,C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BofJO BEAM REQ, INTERSECTION TYP. BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 4 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'4y" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3!4"=1'-0 NOTCH DEPTH 114•D QLE EDGETER HOLE DIAMETER DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <2/5•D 6GL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLYNLY HOLE EDGE >5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE J � THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 BTM. OLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5•D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1 2'=1'-0 ALTERNATE MATERIALS (S)2 SCALE: d N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 6 a 9vHDIV ae LOT: ABBOTT PARK LOT# 15 BLK. 11 [PROJECT 04181.00t-15111 MoDm o 4EWB "1499—F'REEPORT" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA, 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'.0" (1) "X" BRACE 30--1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2X WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED Wl (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG-D TRUSS W/ HIP RETURN SCALE:3/4' 1'-0 PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. i441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 9VHnIV. do xiotil ABBOTT PARK LOT# 15 BLK. 11 PROJECT* 04181.000-15111 WOMC : 4EWB "1499-FREEPORT" GARAGE ewn4G: RIGHT PAGE: DETAILS 160 MPH EXP. C ®CALM: 1/4"=1'-0" S3.1B t w 1, HIPP., F ROOF WIND DESIGN PRESSURES NET (GROSS) ASIDE 7-16 ZONE 1 = 53.20 PSF (63.20) ZONE 3 = 61.20 PSF (71.20) ZONE 2e = 61.20 PSF (71.20) ZONE 3e = 70.80 PSF (80.80) ZONE 2n = 70.80 PSF (80.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70.80 PSF (80.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 DIAPHRAGM FOR ASS PHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS 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 10d RING SHANK GUN NAILS R 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM RING SHANK, 212' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 23/8" 0.113 F1867 SCREW SHANK PER INCH) RSRS-01 Sd RINGSHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-01 KHt ItK VK IKUJJ ROOF SHEATHING --� EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 6d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ROOF 8FEA7F W O ATTACHEMENF SPACNO ZONE 1: 1 Od NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2c 1Od NAILS ®4" O.C. ONE DGE AND 4" O.C. IN FIELD ZONE 3,3e, 3c 10d NAILS @ 4" O.C. ON EDGE AND W. O.C. IN FIELD 8 NM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 04 RING S11—GUN NAILS Q 4" OC. TOP 4 BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT b� qo O'v ■mmmm11IIOmmmmoU 11 mmmm� 11 . . I 11 - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #B 2" DECK SCREWS @ 6'-0" O.C. MAX EQGES & 12' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSEU MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE SIC.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH IXIWEATHER WOmL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4°. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGSSEAMS LIPPED S INCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS . PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,°RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THM PLNS" MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE.. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESN° AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1D64M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOW TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0° OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS* BY THE NFPA. TRUSS DESIGNS SWILL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF OG36" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD +w oncunent REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 38" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSLASCE 7 B8: 1990, 16 psf TOP CHORD psf TOP CHORD (7 psf ASPHALT SHINGLES) (1 No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 p psi BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASIDE R2020) EXPOSURE C, RISK CATEGORY 11) 020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DATTICS T STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND RANDRAILS: 2DOpsf, GUARD IN -FILL COMPONENTS: 5OPsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50ps( ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30Psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MIASONRY° PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES- (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAW NGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING VIAND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (OON-TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 1176, 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 OTHERW SE 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 B" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRU:48TURAL S�CB . BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRI" SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksl FOR ANGLES, PLATES, AND W4HAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A5DOM, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 2SOO P31 REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0N-GRADE 35 ksi. 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 DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"tl- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME4TAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS 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 RESPONSI&UTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-112" FOR 16 AND SMALLER 2- FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4° FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUGTXJN SITE TYPE SPADING RFJ"Mf(8 APPLICATON — ttPE BPAtlNG REMPAKs tz2 PT FURRING TO MASONRY/GONG. CAGE HARpp1FA COIL NNLI IIT'LOND. B„ GPRgOEDURBq]( TO MASONRY/GONG. 1l4 NO WASHER TAPCON MASONRY FAeTENER B„ EMBED., P ENDDIE., IIR"EDGEq ETD. EXi. DOORS CASE HARDENED COIL Y'OC WINDO— FASTENED ARAOE DOOR ELCK GTD 3I0"GA.OP IS'OIC (YB^aA) EMB4" ED.END DIET., z ,SEE NOTES STAGGERED IMOIMSOMYICONC. IM�NtY/GONG. WASHER E%PPN9�EXT 24"QC It?DIN 3'EDGE qBT. .NDO .— CASE WIRDENEOCOIL S"orc WINDOWIDOORIFASTENED MErusTRAPro CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NOTES NaL1 I—ONG. STAGGERED INTDMASONRY/cONC. MAsorvRv /corvG REQUIREMENTS il EXT. SWING DOOR BUCK ]x PT, BEE NCTEB (2)3n6gA NO WASHER 'TAPCOM FABTNER IFQC 1I EMBED, PElA DST., I— EDGE DST. NONAEARING WOOD WALL TO CONC 3lAB fIY° EXPANSION 4•EMSED. 4"END WI WASHER BOLT 2<aC DST.,E'EGGE.- PT WINDOW BITCH I 0138°PAF.21I8° S"OIC "L END gST.I t? T TO STEELCOL..SEE WI WASHER STAWERED EDGE DST. NOTE MG 1. S•'TAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDWWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SEAS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. tx MEMBERS ARE HAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. V 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 f pa is i IS StMDXV & LOT ABBOTT PARK LOT# 15 BLK. 11 PROJECT 04181.00 -15111 LLODEL• 4EWB "1499-FREEPORT" GARAGE awns. RIGHT PAGE: DETAILS 160 MPH EXP C n A 8/14/21 SCALE: 1/4"=1'-0" BIDET S N1 • Q TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHA MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @--f 12" O.C. MAX (INTO EL 30 (Z)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3 WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNEL3U }" MAX.-0I 10— DETAIL D O STAPLES INSTALLED- J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT ---"I Q J-CHANNEL f, DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—.,. m--SPAN"' SEE DETAIL WSEE DETAIL'E" EAVE CROS"ECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END SAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) SEE DETAIL'D'� SEE DETAIL'E'-" — EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END Eo BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN SOFFITO Q DETAIL B J-L;HANNCL FASCIA 12 BATTEN STRIP ANCHOR 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT Q FASTENER SPACED 24" @MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7� WOOD) IN J-CHANNEL J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) /RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Q MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12' O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. • ••ffiiffff;i'f••••.. 3.519 Will EAVE WIDTH ROOF • =• :•., :,=ff 375 OVERHANG) fif' .4 3625 5 3.6 L 5 08 .03 - 12 `CONCRETE; eg CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www. bdesigngroup.com AA #: 0003326 S BUDDIV Z IJOT ABBOTT PARK LOT# 15 BLK. 11 PROJECTO 04181.000-15111 moDEIs 4EWB "1499-FREEPORT" GARAGE BW MG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C 17 NO� RINT F8.. ATE= 8/14/21 CALE: 1/4"=1'-O" EET SDI 1 16 • 1