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HomeMy WebLinkAbout35580 Burma Reed Dr99 1499-4EWB 0 99 3S7,9--o HOMES- 12602 TELECODL M RIVE, TAMPA, F33637 Tel: (813) 740-9720 Fax: (813) 740-9715 iNG �®pE� �� DE, �P's�'coo ©R Qof r %IAN ; -v,E� P • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pW=k BuUmw CODE, RSSIDEnu4 ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES SM EDITION (2M7 • AM LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 NC AIR CONDITIONING LUM. LUMINOUS ADI. ADJUSTABLE M.C. MEDICINE? CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD GL CENTERLINE MTD. MOUNTED M/2Me ADDED LED LK,WM0rJTCFEN4BATR0Qh8 ARCHITECTURAL SHEET DESCRIPTION 064M ADDED BXIO PATIO OPTION PG Cl—COVER SHEET 01/" ADDED STONE OPTION 0B/I1A9 REVISED DOORS AT LAWDRY CLOSET FROM (1) 2'-0' TO (2) i'•{' 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • CONSTRUCTION TYPE - VB MIN. INTERIOR FINISH - CLASS B •BASIC HIND SPEED - Vult=150 MPH Yead=118 MPH •EXPOSURE _ B •1-STORY RESIDENCE CAB. CABINET N.T S METAL CLG. CEILING N.T.s. ONOT TO N GLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE DBL. DOUB. LE PLPLYWOOD D.G. DUAL GLAZED PR. PAIR PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2A—ELEVATION "A" PG El —ELECTRICAL PLAN mbrean9 REVISED DOOR AT OIMER'8 WNx•It CLOSET FROM �,•a, TO r-&' 01/®IRO REPLACE USP COMtEOiORBIATN 8IP80N CLMIEOTOR$ OMMM ADDED OPT. REM" LOCATION 0b/I%!D ADDED LED INOIMER'6 BATH •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES DIA. DIAMETER P.T. PRESS URETREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RROOM DTI. DETAILR.OM. ROUGH OPENING PG Pl—PLUMBING PLAN PG DI —DETAILS PG D2—DETAILS • STATE OF FLORIDA SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: . D.W. DISHWASHER S.C. SOLID CORE EXTDR PG D3—PRODUCT APPROVAL LISTING ROLAND A. ABOUCHACRA AR No. 93723 LIVING 1,4SO Iba FT. ENTRY 98; ICI. EA. EACH S.D. SMOKE DETECTOR EELEVATION s.x. SHUNG EQ.Q. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GJFJC. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS S. SLIDING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 TOTAL i,900 SQ. FT. Sod® PATIO w Ga FT. FIN. FINISH STD. SLIDING TANDARLAss FIN. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GAR.DSP. GARBAceDISPOSAL TOC. TOP ecuRB PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 GF.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL STRUCTURAL SHEET # DESCRIPTION PG 51—FOUNDATION PLAN PG SI.IA—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEBIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER NSUL OR HT INSULATION WD. WITH NT. INTERIOR WOW. WINDOW DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W, WATER HEATER W.I. WROUGHT IRON PG S1.2—DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (A3 PG SI.2A—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.IA—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT ORS ENGINEER FOR PG S3—FRAMING PLAN PG S3.IA—DETAILS CLARIFICATION. PG 33.113—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl —DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 81. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com L AA #: 0003325 f hCq C 8 << O eUDDIV ac LOT SILVERADO LOT #38 BLK #18 PROJECT 04128.601-38181 MODEL- 4EWB "1499-FREEPORT" GARAGE DWINCI: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 8RE WORT( 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN f INCH GYPSUM BOARD OR EQUIVALENT. 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, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.- 71MBER 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAJNST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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-C1063.15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21 A SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Y i w c ti = 9 $ a SUBDIV a LOT SILVERADO LOT #38 BLK #18 PROJECT 04128.001-38181 MODEL: 4EWB "1499-FREEPORT" GARAGE SWU4G: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DATE,, 07/24/20 SCALE: 1/4"=1'-0" SHEET GN 38 -D' it 1 JIB��B��1!o` oI�BBB�����BB����Blio olpppBB��llo=. o'J�BIIp i . . i O O . i i • . yl' 11 ii II 20 MIN �� ff L) Z ATTIC o ff o�l:o 011lia o'1�BBBpBBBBiia oB�B�pB��Bifo FLOOR PLAN SCALE: 1/4' . I'-0' EXTERIOR MASONRY SQ.FT. CALC. S WALL BRG. HEIfiHTS LIVING 1,4W 60. FT. ® GARAGE 386 SQ. FT. 8'-0' BRG ENTRT 11 SQ. FT. TOTAL 1,SW SQ. FT. SWIG PATIO 80 $Q FT. BA VWBBPOBIIEaFOR31F 10QW OPBow Illam a01E mllHIM0111�) RBINBS NOTVFE FWALE MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA BGD. MIN. 41 5 23/-25 CRITERIA 16010 O.HD. 112 5 1 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CON1111KILDAIDONM C TOP PLATE 9 �n BAR DETAIL A 1�1" I/2'-V-0' NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 I�p 7 � ti g5 rc Qi C = yy A C BtMDIV. do I.oT SILVERADO LOT #38 BLK #18 PROJECT# 04128.002-38181 MODELa 4EWB "1499-FREEPORT" GARAGE 811I RO: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B 12'x24' FYPON BRACKET OR EQUIVALENT 6' RAISED BAND 8 -� B COACH LIGF 0'-O' FIN. FLF ��� ■ ������ ��� � fI„ �L Imo! Ili �I �' • • \ Ili►i7 _ _ M FRONT ELEVATION SCALE: 1/4 . I'-0TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR RT03.4 BLDG. HGT. 8'-0' BRS. HGT. 8'-C' ERG. HGT.o - 4' RAISED I 0' BAND ' DECO. (a1 SHUTTER SHUTTER 0'-0' FIN. FLR 0'-0' FIN. FLR, OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 8'-0' BRG. HGT.,s oS'-0' BRG. HGT. II 0'-0' FIN. FLRI$ ----- I I------------------ ------------------------- - 00'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 5 8'-0-0' B�-- —_-- 8'-0' Bk3. HGT. r-m• � I 0 7 ko B 0'-0' FIN. FLR, I I 0'-0' FIN. FLR RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH AREAOFATM = 20IID SQ. FT. NET FREE VENTIIATION AREA REQUIRED T/m REQIRREDMTHAT10NARFA = X91/3D0 = fi.93 VENTFATION AREA x50.INdFS PER FT.114P1 9B.4 5Q. IN. MIN. REQUREDVENTIIAMN = .Sx Mt8 IN UPPER PORTION OF ATM 4%.2 M.IN. OFF RIDGE VENTILATION APFF IB SQ. IN. PER VENT 4RD.2 /to TOTAL ROF VENTS REQUIRED = 4.3 TOTALNOFVENTSPROVIDED 5 'AW FATTICISTHEPERIMITEROFTHEHOUSE,LE MEMERHANG ERTERIOROFWALLtt1ERTERIOROFWAI NOOVF NGSINCLUOED ---: 8 0 --_ 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,6078 FAX 407-774-4078 www.abdesigngroup.com AA 0: 0003326 � 6 7 14 87713D17. & L074 SILVERADO LOT #38 BLK #18 PROJECT# 04128.002-38181 MODELe 4EWB "1499-FREEPORT" GARAGE SWXNG: LEFT PAGE: ELEVATIONS FF A1F 150 MPH W. B Is AL DAT 07/24/20 SCALE: 1/4"=1'-0" SFIEET A2A A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —(---1 GSV OUTLET 20 AMP SHUR FaJ IDv OUTLET IDV OUTLET 112 OF an WEED TO SUITCH GPI IIOV OUTLET '�RW WINO PALL wnpm "(TAPER NRWAM TYPE) 220V OUTLET (4) IIRE CONNECTION ENT. WATOWROM GROUND PAULT t� GFI OUTLET NlEMUPM SWTCH EWTCH 3-WAY OMR. SWITCH 4-WAY OPER ' ^�4 MCWW ' V LO CEILING LR2W © LED CIA LIGHT LLD VAPOR ©VP PT110OP LIGHT OVP VAPOR FROM LIGHT ORECESSED CAN eV WT. PAN I OM PER INA PT. WT. PAN tlT.IOMf I QM PLR Ste PT. VOW ID(I EC fSPRC'S TLO BT SUBLOW IIRAP [RlCISSED) AROUND AR7►O attAA• 4' KAOIRECRIT p .-a—e--a--v4 C 4' TRACK LRHT C� PANEL a RIOTER • SD. EMDKa DETEctae BATr eaa" ER)i1�Y1R T�I WALL MRNTED SAU R&CM- - 1 1 11MOIQ DETEOTOa ®"ARM BA�Ci Oa7K! Oli/GTd! COEp yWLNl��t� INM DOOM ECTRD WHALE LR A D OF NOT LESS THEN l 4' Aw" BALL PENDANT LOW NATURAL GM OLMAT ► TELIOWNE JAM UWN p WATER =O 112LAQ/1J p a A POWNIOCT Tom M AY ON F TELavIRDN JACK CE BOX manow O J-BOXMOPECTION TO M WPTORRD IN AtxO1DANC! YV BOX MAIEQD M SUCH POR CELNf FAILIONT TO BE "PORTED INCEILING ACCORDANCE W BOX MARKED AW OUG4 Iron pIIC4 24• NCaOesCE T LIGM WTMP 36' INCANDESCENT LOW WIMP nnn N• INCANDESCENT LIGHT STOP FLOOD LILT OUR. WEOOITT Ka7PM • P.S. PLWA-BUTTON POR CWIES um PORT • LOCATION OF Tv JACMS A PHONE OUII-LTW 4 PAW TO BE VERIFIED a NO'EOMER PRO -CONSTRUCTION N IITEIG. • ALL B 4 20 AMP LRAICN CIRO)nE TO aE ARC PAl1LT P'ROTLCTED PER ELECTRICAL PROVISIONS OP BOO WT41 EDITION r]On) 11LC ]IB)] ]CIA EDITION. • 20 AMP DEDICATED LAUNDRY CRRCJAT. • GR a ISLAND (POT ON ROTON@! CIRCUIT) • 016 AGWR 0I6COa4LCT TO BE LOCKOUT IN PANEL • BATFROOM EwIA ST PAN TO HAVE MN CAPACITY OF 50 tCPM INTERMITTENT PER ELECTRICAL MROVSIOW OF SECTION M0013 0M ATY mIT101 r]45n2 • LAUNDRY ROO1 RECEPTACLE aRLALL Ea GROUND PAULT CIRCUIT -I TEMOIMLR PROTECTION FOR PERION EL ON Place" • UARMG METHOD LNALL BE NON MUALLC CABLE PER ELECTRICAL PROVIROFS OF PRO! WT14 ED (20111 • ALL Wt2MC TO COMPLY MTM MACTMCAL PROVISIONS OPTHE PBCR WTH FD rGgU • 1st CP LIGHTNG MIST RE RNEItlY EPPIOIaMT 1YIaR PER F19G @ERGY r�gWlRVATION rlWIDN1TIAL 6lRSY @RrCIRHICY) 20T. Mh EDI770N IM04) OWNER'S PRE -WIRED '_ CLG FAN C J ■ FAN W.Lc• GREAT ROOM \ PRE -WIRED CLG FANOUTLET FOR OW vd, U >O 44' GFI OFF. O �-----� P.B. FOR ' 1 GARAGE — ' tUJALL MOUNTED I LIGHT UY SWITCH % IN ATTIC METER A / FIELD VERIFY IL GARAGE LOC. IRRIGATION -�,, OUTLET a GFI 48' AFF. 7--i @)) CLG, KEYLESS OUTLET GFI FIXTURE �- COACH LIGHT SWITCH INS$ CABINET HITCHEN 11 ..II s, ELECTRICAL PLAN SCALE: 114' . I'-m' — FMFE-WIRED JCLG FAN BDENJ 0 \ BDRM-#2 PRE -WIRED CLG FAN W P Panel MAIN - A PANEL: WI 6 wp crL breaker VOLTAGE: 1201240V-lPh MAIN: 150 Amp M.C.B FEEDER: 341 Cu THWN & 1- #6 Cu (G) in 1 12" C. OR 3-#210 AL THWN & 1-#6 Cu (G) in 1 12" C. W. Pd. at D•..h don W.ke Orouk Oradt Watt D.ealPeon akr Pols WIn #12 1 20 Eatanar R...ptade GFlb TUG Tax 1 2 Spa.a #42 2 20IMpa9. Pump Iwo 3 4 space 3 e M. 5301 NC C.U: 1 35 2 N8 Sp-7 PANEL -A PANEL: 42 at breaker VOLTAGE: 1201240V-1 Ph MAIN: 15G Amp M.L.O. FEEDER: 341 Cu THWN & 1- #6 Cu (G) in 1 12" C. OR 3-#2I0 AL THWN & 1-#6 Cu (0) in 1 12" C. M8t pole at GeeHpdon wart Cimuk arpdt watt Me�IQu� E1R pas wlr. #12 / 21 Smal Appliawa 15DO 1 2 8= Rasp. 50 2 #5 #12 1 M AO.rowea/Heal GFI 1800 3 4 #12 4 20 SmWI Apph.n.. ism 5 a 45M War H.ta 25 2 #10 # 12 1 20 Re81 err 1500 7 8 012 1 21 Dpp R.aWd AFCI 1500 9 10 12D Dep.W GFI 21 1 #12 012 1 20 Bah GFI RwWada 1210 11 12 1500 DaMneha GFI 21 1 #12 #14 1 15 Fo I Hal / BM. #2 a 4D/ Bath 02 AFCI am 13 14 5000 Dyer GFI 30 2 #10 014 1 15 U* Roam, Lail LI a AFCI 9w 15 18 04 1 15 Kk.Mn, Part , A DNnp I.Ipda AFCI 900 17 18 150D Wuha GFI M 1 012 #14 1 1 18 ISO a C/O AFCI 900 19 21 1 1000 Gw"e P1ar Opmw GF1 2) 1 1 012 #12 1 M Left I9.d MIDw AFD 12D 21 22 121D Gaspe/ Eats Ue a Re.pladea AFCI 20 1 012 S . 23 24 900 Oe114YSSuke AFCI 15 1 014 Spa. 25 20 am 0a Bahasa AFCI 15 1 014 sp. 27 28 Sp... s 2030 1(00 hpabnaotml y x 1 012 Spa. 31 32 a .. Spa. 33 31 as.. 35 38 � Spa. 37 3B sp.. 08 2 35 A/C AMU-1 (Hats 6 KVA a 55% 5525 40 SP.. 11 12 SP.. Load aubled to d—" tator.leUalm. I IM tam 1 287W Lo.d.0 -to 0-.N boltt wkdetlm. I the D.inandFactDrCalculabow -- ABBREVIATIONS: AFCI: ARC FAULTMOUif NTERRUPTER NC: NON4ANCIDENT LOAD Gn: GROUND FAULT PITERRUPTER Td.I I.d vAjW t danald tda 4270o ' First 100DO wet 0100% 10000 R—d,,hp wets t40% 13080 Ta W AID I.d IM0 LOAD CALCULATION IS BASED ON A)C NON COINCIDENT LOAD Toll Cam.ata L.d Wa1t 33909 Tali Ampa (.aka )240 Wt) 141.5 General Lighting S Race tech Load Tda ac S r F.a 1499 General U. a Re. 3W / Sq. FL K41'b 1 at65W/L Inat10O% TdW General Lights a Re. (Watt CkUs# ttsfc TotalGeneral 14W2 ua a R.. Pena A 9 507 I I I L I I. I I LED LIGHTING @ SINGLE LAV. OWNER'S BATH II-3e V-3e \\ I � I L I \ LED LIGHTING @ SINGLE LAV. SATE 2 PR"OE 34AB O), THIN a FB CU IN 2' CONDUIT OR 3 4/0 AL. TWIN . PB CU IN 2' CONDUIT OR 2/0 AL. BER (CONDUIT TO TERMINATE ABOVE 60MIT a OvERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. C0MNATION SERVICE SO AMP DISCONNECT SWTON AND O0R40 VGLT GENERAL- NOTE& M ELECTRIC METER IN I P'HASa A ELECTRICAL MATERIALS AND IWTALLATICW SHALL NOMA 3R ENCLOSURE PAL COMPLY WITH ELECTRICAL PROVISIONS OF THE PECK &tW EDITION r]mnUR• 2 LOCAL CODES. AND ALL LOCAL PCR CON'IPNNY REQUIREMENTS. r Q ALL COMX=QRS SHALL DE TYPE THNLTW,N UNLESS I ' • ""`• NOTED OT E11WESE. POLER C 0PIPANY iRANSPOR'ER TELEI410141 SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 30 AMP, 0,01240 VOLT. I PHASE SECONDARK/ 1 a4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE, PROVIDE 3 -1 COPPER (CU) IN CONCRETE INCASED FOOTER STEEL PER I-v2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE ! ELECTRICAL PROVISIONS OF THE PECIR feU4 4)0 ALUMINUM (AL) IN 2" DIA SCHEDULE EO PVC EDITION f20n2 CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC r..'IA X 0 PT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO DID. 1"I N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 F .e t L• Z tY.. C svBOrv. � I4oT: SILVERADO LOT #38 BLK #18 PROJ=T# 04128.002-38181 MODELA 4EWB "1499-FREEPORT" GARAGE 111WING: LEFT PAGE: ELECTRICAL PLAN ,,150 MPH EXP. B II DATM. 07/24/20 SCALE: 1/4"=1'-0" 9IiEET E1 ��.}�-yr���-. 2X4 TOP PLATE � RN^ T PRE-FAB TRU88 1/2' CLG. BOARD - IR' DRYWALL V SECURE BT. 2X4 WOOD RATE TO SLAB STUDS 024' W/ IOd MASONRY or_NAIL • 32. O.C. MAX 1 t SLAB MOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IV O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' Or - FIN. FLR Y 1 ' TYP. INT. WALL (NON —BRIG.) 21 SCALE: 3/4'-I'-0' FIBERGLASS SHINGLES OVER 10 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.S.B. SHEATHING OR a COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -®' TYP' _ ELEVATIONS ou. VENTED SOFFIT I � I I 1/2' THICK 2 COAT PORTLAND--J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.l 5/8' GYPSUM & OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2)a PIPE THROUGH BOND BEAM D1 SCALE:3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. BD: WOOD BASE — d e 9J . n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON 1}' O.S.B. SHEATHING OR Ij' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IA' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF (:�TO LETH1A �1—STORY HIP BLOCK WALL (2)SLOLAYERPES2:12 UNDERLAYMENTSS AN 4SYS:2,TEM 1 SCALE: 9/4'-1'-®• IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6'15'1 ;ruc.ro SSAL 2B GAS LINE THRU BLACK N•.T-O' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON J' CAB. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE I'-m' TYP, MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS in, TH WK 2 COAT - PCOMA-0 Comm RASTER APPLIED DIRECTLY TO MIAOM RY - OALV. STM----- Pam VERTICAL TRACK or MATS. FASTENED TO TRACK ORACM Iu/ PRODUCT APPROVAL REO, v om SEE STM CTURAL POR RES� 2.0 P.T. W ATTACHED TO PILL CELL AS PER APPROVAL REO. SEALANT t StO! RODBACKER EEATHER ST1tlP MOULDSTo ALL AMINO (BY DOOR TWJFJ _rg'� GARAGE DOOR JAMBS D1 SCALE: 11/2'-I'-0' _2X4 SPF 24. O.C. MAX_ — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS-- STIFFBACK AT ALL UPRIGH' ZSTRUCTURAL DETAILS -ENG WD.TR.188 COVET. 2x RAT RUN SECURED PER -/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIPICATIONS Ix2 P.T. FURRING - STRIPS a 24' O.C. 1/2' THICK 2 COAT— 1/2' GYP. WL. BD.- PORTLAND CEMENT PLASTER APPLIED WOOD BASE — DIRECTLY TO MASONRY 0'-0' FIN. FLR 4. W/ WINDOW OPENING FIBERGLASS SHINGLES OVER A30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R305.1.1 ON J' OU3U:. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED N'­2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Eil V'-0' FIN. FLR a n TYP. WALL SECTION NO OPENING t 5 1—STORY GABLE BLOCK WALL D1)SCALE, 3/4'-I'-C' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-T746078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 p� h NEW If va�i � CY B a REE aL78DIV. Ac LOT: IN SILVERADO LOT #38 BLK #18 PROJECT 04128.001-38181 MODEIA 4EWB "1499—FREEPORT" GARAGE 9WING: LEFT PAGE: DETAILS 150 MPH W. B 1 DRurr "I ATE: 07/24/20 OcAI-E: 1/4"=V-0" EHEET D1 TOP, 2X4 P.T. • CENTER OF DOOR HEADER GECLMO W/ (U N' X S' J-DOLT W 4' MN. EIDEDMENT W 2' X 2' X VS' WASHER 4 NUT OR W/ (2) N' X S' ANCHOR DOLTS 7w X 2' X W' WASHER 4 NUT SECURE 2X4 ON ° FLAT TO MA ° ul/MASOIW NAILS. 2X6 GARAGE DOORDOM DUCK SECURED W/ (S) U2' X VJ-DOLT OR ANCHOR ° DOLTS. W W MN. 11111MOMENT, W 2' ° X 2• x US' WASHER 4 NUT. lU UTHN S' OF TOP, (1) WITHN S' OF UE D7I'1 (3)EVENLY SPACED. ° © IN ° NOTES ALL .4NCF101l8 SHALL DE N ACCORDANCE TO MANUFACTURER'S INSTALLATION NSTRUCTIONS WiN &l NAT je--ve Na A M ATlMf111T GARAGE DOOR 1 BUCK ATTACHMENT 4C4Ll. N••Y�• 8' CMU H' DRYWALL I'X4' OR 1'X2' P.T. NAILER Q N4 P.T. OR 9'4X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ %' TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4- WITHIN W OF EACH END 4 I8' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/' TAPO" OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 2Xb:m SECURE TO BL W/2-N.' TAPCONS(MN. eAWG SIZE 145 MIN. HEAD SI210000 MN. EMBEDMENT I Y49 WITHIN W OF EACH END 4 8• CMU IS' O.G. MAX SPACING. h DRYWALL 2X8:m2 I'X4' OR I'X2' P.T. NAILER SEAG BLOCK W/2-%. CASIN 4 (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" WINDOW TO BLACK +1-1 ' " SCALE: N.TU5. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACNG. MUST BE ON OUTSIDE 4 2Xb= SECURED THROUGH SECURE TO BLOCK W/2-Ya' NON-STRUCTURAL V.- TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 V CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 'X4' OR i'X2' P.T. NAILER 2XO-m SECURE TO BLOCK W/2-V 7(.' 0". X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYW) DOOR JAMB TO BLACK +1-15/I6" K TO BLOC +1-15 8" C SCALE: RTA. 2X4:= SECURE TO BLOCK W/ W,' TAPCONS (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 10' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X&a SECURED THROUGH SECURE TO BLOCK WR-%- NON-STRUCTURAL V*' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 D• CMU WITHIN 8. OF EACH END 4 K• DRYWALL DRYWALL 18. O.C. MAX SPACING. 2XO4 I'X4' OR P.T. NAILER SECURE TO BLOCK W/2-V CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1149 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 4" D WINDOW TO BLACK +2 1 4' " SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ Wb' TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END NOS, STRUCTURAL 2X 18' MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE BLOCK WR-STRUCTURAL NON-STRUCTURAL V TAPCONSO MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300-Lr • cm MIN. EMBEDMENT 1149 ' DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. ❑ 2XS� SEA�STO BLOCK W/2-%' (MIN. POOR CASING SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. nvm M!1 Y NRp40 m nus.ws tCo.. awm w) DOOR JAMB TO BLACK +3" %1 1/D(DOW TO BLACK +3" " SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ �((' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK WR-%- NON-STRUCTURAL ' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMU WITHIN 8' OF EACH END 4 Yj' DRYWALL 18' O.C. MAX SPACING. 2X8� 1'X4' OR I'X2- P.T. NAILER SECURE TO BLOCK 2X SECURE TO S(MN. SHANKK SIZE SIZE STRUCTURAL MEMBER .145TAJ 148 WK2A2d WITHIN 8' OF EACH MN. HEAD SIZE 300 END 4 b' TO 8' OG. MAX MIN. EMBEDMENT I Y49 OOR CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW IW O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F TLINDOR TO LACK +3" ` SCALE, KT . 2X4= SECURE TO BLOCK 144 TAPCONS(MN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I )4) NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL V&' SECURE TO BLOCK W/1-1/4' TAPCON MN. 1-Y4 TAIMCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 . -MU MIN. EMBEDMENT I Y4) )f' DRYWALL WITHIN V OF EACH END 18' O.C. MAX SPACING. 'X4. OR 1'X2' P.T. NAILER 2XS® SECURE TO BLOCK WA-1/4' ' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASIW3 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN B' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. � 4NT Y •m®ro R�w.urs roo rnr oaw�v #•� DOOR JAMB TO BLACK + 6- 6" 1/LNDOR TO BLACK +3-7 18" C' SCALE: N.Ts. 2X4:m SECURE TO 15LOCK WNW TAPCONS (MIN. SHANK SIZE J48 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4), WITHIN W OF EACH END 4 STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL W6' TAPCONS TAPC0N MIN. 144' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' CMU WITHIN 8' OF EACH END 4 J¢' DRYWALL IS' O.C. MAX SPACING. ❑ I'X4. OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MN. TAPCONS OOR CASING (MIN. SHANK SIZE J48 MN. HEAD SIZE 300 MIN. EMBEDMENT I YW) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H A B +3314 ' LE: N.T.S. 1441 N. RONALD REAGAN 81. LONGWOOD, FL32750 PH: 407.774.6078 FAX 407.774-4078 www.abdesigngroup.com L AA * 0003325 44 7 C a - - SVHDIV. Ae LOT SILVERADO LOT #38 BLK #18 PROJECT# 04128.002-38181 mODEL 4EWB "1499-FREEPORT" GARAGE SWING: LEFT PAGE: DETAILS 150 H EXP. B PRINT A 07/24/20 SCALE: 1/4"=1'-0" SLE HET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.24 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-Rl MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU OCT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2027 FBCR 10/13/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 07/10/2020 JUL d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 9UBDIV. a Lo SILVERADO LOT #38 BLK #18 PROJECT* 04128.002-38 81 UODEIc 4EWB "1499-FREEPOV' GARAGE S7i/MG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH E . B Flt^ N A DAA= 07/24/20 8CAI.E: 1/4"=1'-O" 8*MET D3 NOM APPROVED BUILDING. UARAP SMALL DE LAPPED A MINIMUM OF 4'Ir4' SELP•ADHERN6 MEMBRANE i' M VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W) MOUSE ENDS) 4 &' • HORIZONTAL LAPS. U. MAP MATERIAL) OVER ALL SCAMS NEED TO BE TAPED LATH VERTICAL LAP TO DE P APPROVED NO" WRAP. WTM POMMER 61EATWM TAPE \ PLASMNx TO EXTEND ONTO PIPE / \ 1' OR LESS PIPE PREI-OR'ED CONTROL JOINT / —� \ �A4ICK 3 COAT CEMENT / \ PENETRATION TLAW.E OF CONTROL JOINTS T / \ BE MRIED TIED TO LATH • W \ WPM LAYER •2. FORTWMR OG. MAX (VERY). NO7P.L DO BUILDNG PAPER / r ralL LY. rM:TaL LATH \ NOT FAWNIN CONTROL JOINT TO uIALL EVEN i STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH (y X X X l W LES MAY BE USED TO TEMP. FASTENED MT' (VERTJ O.C. MAX 1- - 09CLM CONTROL JOINT AT SUPPORTS X X X _ AND OVERLAP ONE SIDE OF D'JItlNG INSTALLATION WKS LAYER •1, �— 89.P•ADMERNG MEMBRANE PASTENERS TO BE SPACED STUCCO YARAP METAL LATH I •TOG. MAX VERTICALLY "ATMINO STEP 01 WRB LAYER N, I' THICK 3 COAT CEMENT ' STUCCO WRAP I PLASTER 4 ` y . •.`.• N .. - -" •Mir R AP tNiL W ONLY METAL LATH / I MRS LAYER •2, FORTIFIDER wap °�' v., .... <.•-.x•6 t 4aff t LAYER -2, FORTIFIBER BUILDING PAPER BUILDING PAPER WRD LAYER'4 STUCCO uAteAN• n I INSTALL FAATEN8R8 (Cl WGOD SHEATMNG STRAPS, STAPLES) AS LBE CONTUOUS ATH 8N INL NOT .• To R• r•„ v /I WD TO SECURE SRE TO FRAMING TMROUGH CONTROL / JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. 11 `— PROVIDE 7X4 BLOCKNG E'ER:6' CIBSS N. PLACED FLAT MAX. &' TO S' LOJM CWEN FIR CONTROL JOINT EN s \ CONTROL JOINT FALL& ON FASTENERS FOR LATH TO BE WAILS OR _ i STRUCTURAL &TUB STAPLES N COMPLIANCE UV A61M CI11W3 T- 2. WIRE TES TO DE (NO. IS) 0m415' MRE 3. BLOCKING SHOUN MAY BE N ADDIT-1 \ TO WALL STUDS RE(2WRED PER PLAN / OL R7LD N11YO. PL A O I--. R.A 2. CINII IM . PT. e x CREW . PT, C aH.(RLM I.00PPa—� OR.• Ill WRAP a' Io(loo I(,• III SML1TI09x Itp{4r.CALLY PALM 4' oG PLAX OL I•OLD MMww • Pr. A >.aaw.Pca FOLD ® L FOIA !LINO . R. A A. cTa:AMM . Pr. a x cAAeM . Pr. e 4. MIX, PT. C ovum PT. a TALL Pr. C Tam" MOTTOM m."Mm *_'. T O R MAL POW, ov. Mica. 2 8 AL'E.I IR'.[*-V* KICKOUT DETAIL J' THIGH 3 CMONT CEMENT PLASTER oileAflA W. 2 COAT COMMIT PLA/iM /CMIO QM LATER •2. FORTFlDER BUILDING PAPER CRANE o(a.Yr URB LAYER •L STUCCO W (Pm* •E piY) LAP "YOM o MULP N ~ W0. NWLM ILAHM STOP �� ..� R.AIMH OR CM AI,3.to.L ILASNNO jq 6 KICK-AftAPLAR4M0 (M/TY 4 •(P` \ d {i� "TIN P(OD Q. /OLM OR� . ✓�'E UQII. MITALL I(ILXOIR nIMAI AT wrral o Roo ( _ _ : NOTE, SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO PRAMM MEMBERS. THEY &HALL BE TIED BETUEEN SUPPORTS MTH Om418-IR MI-MM) MRE AT INTERVALS NOT MORE THAN S' (2M-MMA AS PER ASTM CI"3 TAL FOR REPAIR OF TEARS N YARD LAYERS, TEARS MAY BE PATCHED WA40M ~ TAPE PER E. MANSPEC. OR PEEL 4 STICK WOOD STUE SFEATMING PAPER STUCCO • LATM . PAMR WOOD SHEATHING OR CMU WREs LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WR5 4 TAPE OVER Ernnenllel .L SCREED Z w 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT '� WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, +� I[:: INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4, &5r6' SELF-A0$ERNG MEMBRANE PLASMNS (COMPATIBLE UV MOUSE WRAP MATERIAL) OVER 47(4' SELF-ADIERNG P 9'1DRAhE FLASHING OVER APPRDVED HOUSE WRAP. R-ASHN6 r0 EXTEND ONTO PIPE WRB LAYER R, POWPIDER BUILDING PAPER METAL LATH &'R&'SELP-ADHERNG MEMBRANE FLAS14NO OVER 4'x4' SELF-ADHERNG MEMBRANE PLASMNG OVER APPROVED 4'R4' SELF-ADMERNG MEMBRANE PLASHING OVER APPROVED MOUSE WRAA•. R-AaNNfi TO EXTEND ONTO PIPE W CONT. DEAD OF SEALANT INSTALL APPROVED MOU&EURAP AIR INFILTRATION BARRIER OVER SMEATMNG ELASTOM ffWG COATING OVER STUCCO/ C.V. PINIOW (SEC TYP WALL 6B=ION) SECTION PER SECTION 11703.7 slmMrar Ytlllm RM of e"Ieft Exledor use of Portland cement plaster shell comply with the application requirements of ASTM C 92&12A. Installation of ea1erlor lathing and framing shall comply with ASTM C 1063-12A. TION DETAIL (FRA"IE) CF DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-01B, 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 407.7744078 www.abdealgngroup.com AA M: 0003325 q 'f h will p C atMDIV. & LOT SILVERADO LOT #38 BLK #18 PROJffiCT# 04128.002-38181 MODEL' 4EWB I11499-FREEPORT" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(8) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE SEQUENCE of FLASHING TO BE. OVER TOP t SIDES I. BOTTOM. 2. SIDES. 9. TOP ':.X: VENT CAP 16 TO BE SET IN BED SELF OF SEALANT AT TOP AND r-T D YERT-1 ING FLASHING SIDES ONLY. SEALANT 18 TO BE UNIT CO WRAP I TOOLED 60 AS TO DEFLECT LAYER -2, FORiIFIBER WATER AWAY FROM JOINTS. PREMANUF. DRYER DING PAPER x: E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN AL LATH i,I JOINTS AND INTERSECTIONS CONT. SEALANT) WONBR OFTRUGTION.T XTEX D BACKER ROD® NON -MOVABLE FFRAME AND SAPPLY SEALANT AT EIUCCO —FASTEN i0 WOOD STRUCTURAL ON ALL SIDES, A" `d uLKING • JOINT SEALANT • �� crlu' I ALL AROUND TOP t SIDES PER SECTION R703.7 VTo A, nseL l• 11 Ex*W IsthhV and WaaWrW BACKER ROD I Exterior use of portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) =J X. requirements of ASTM C 926-12A. 6' WIDE STRIP SELF >s Installation of exterior lathing and framing ADHESIVE MASONRY FLASHttJG, CLEAN MASONRY BEFORE APPLYING shall comply with ASTM C 1063-12A. rN WRS LAYER 7, STUCCO WRAP X TEXT FINISF4 - MASONRY I" HOODED VENT BUILDING PAPER OVER' 'QUICK FLASHFLASH1— — — — 7B HORIZONTAL WEEP SCREED Ij' THICK, 3 COAT CEMENT PLASTER _ ( FRAME TO BLOCK) METAL LATH — — WRS LAYER 4, FORTIFIBER PIPE THROUGH / WALL }\` BUILDING PAPER WOOD SHEATHING I; � f4B � ,35 c DRYER VENT (FRAME) 6' SELF ADHE8IYE FLASHING (INSTALL PER MANUF. SPECBJ S' - BUILDING PAPER III UNDER 'QUICK FLASH' WRB LAYER h, CUT OPENING IN — STUCCO WRAP t(t APPROVED NOUSEWRAP FOR BOX INSTALLATION GUT 'X' INTO X� 00 A VENT PENETRATION tune LAYER M, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING SCALES N.T.S. APPLY SELF -ADHERING i WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER �N STEP 01 STEP #2 APPROVED HOUSEWRAP BELOW WRB LAYER "I, srucco WRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 6m MIN—SELF-ADHERINGMBRANFLASHING NO MEMBRANE GRADE •D' FELT MEMBRANE FLASHIhKs ENTERS BOX, _ OVER APPLY STUCCO SCRATCH COAT APPLY ?O FACE EDGE SELF -ADHERING FLASHING OVER AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. J W�HousEWRAP METER WRb LAYER 02, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP #3 WITH RIGID POLYMERIC STEP *4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER STUCCO/ G.V. FINISH LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES (SEE TYPICAL WALL st1HDiV. a r oT SILVERADO LOT #38 BLK #18 [PROJMCT# 04128.002-38181 MODEIr 4EWB "1499-FREEPORT" GARAGE swsxa: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B APPLY E-Z BEAD SECTION) WRB LAYER 62 (FORTIFIBER — — — — — ��pE vMINSTMOF BUILDING PAPER) AREA TO RECEIVE FELT -PROVIDE METAL LATH STUCCO SCRATCH COAT SEALANT AT ALL ° METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BAGK- INTERSECTIONS AND „ •°•e.e°e ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND J NO 93723 SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP 1*5 STEP I'& NOTE: DA 07/24/20 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT OELECTRICAL RECEPTACLE SCAM.-1/4.=1'-0• R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. O PENETRATION PER SQ. YARD (UTILITY OR NOMINAL eI�EET LATH DOES NOT MEET SPECIFICATIONS) dV A2 J LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING * 1' O.G.) cMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B\CORNER BEAD C? BLOCK 1441 N.RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA#: 0003325 qp F C uu 2e a �Igl ut 00 aysDiv. as Lo SILVERADO LOT #38 BLK #18 PROJECT# 04128.002- 38181 MODEL 4EWB "1499-FREEPORT" GARAGE 3VnNG: LEFT IPAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. B DATZ: 07/24/20 SCALE: 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) URB LAYER 02 (FORTIFIBER - • - • - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHINO WEATFIER RESISTIVE DARRIER U RICER RESISTIVE / \ �f.' X T YAM BID&db \ / FLAbwm R ,c _ \ 1 DER �SISTIVE / STRIP \\ \\ WEATWR a S*TIVE OW"OSTARTER \ I OALl. METAL C AI_V'D METAL 2' PLAS14M 2• R-AMNNO , Y.• v WOOD TRIM MEMENER / Tj Y' X •' SRSA.ATED 1 WEOD TRIM MEMSIEIt \� SEAL OAP IWCAIJLKIN6 / OR APPROVED SEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 a ? R� y T 9 ;-o SILVERADO LOT #38 BLK #18 PROJECT 04128.001-38181 MODEL• 4EWB "1499-FREEPORT" GARAGE 81/ING: LEFT PAGE: WALL ASSEMBLY DETAILS t.150 MPH EXP. B i D DATE. 07/24/20 SCALE: 1/4"=1'-0" SHEET WA4 \ 1/8, TEXTURED FMIBH s WOOD, /..--.--..-----------_-------------�----------i - -- ------ ----- ---- - i � -2x6 SUB-BANb 1/2' TEXTURED FMIBH 0 CMU W/I'x4' NOTCH O METAL LATH - / END, WRAPPED IN PEEL 4 STICK METAL FA801A wRAP 11 SHEATNINCs OR cm I _ DRIP EDGE STTUUCCO WRALAYER P(FRAME ONLY) E - --- I\ i I \ — WRS LAYER -2, "TIFISER BUILDMG PAPER 1/0' TEXTURED I \\ ------ (FRAME ONLY) I FINISH - WOOD I \ / 2X6 euD ®AND �^ ROOFING CEMENT \\ 1/2' TEXTURED \ FINISH m CMU I \\ ;( DRIP EDGE e All METAL FASCIA \\ / WRAP YB' FROM FL B METAL IUCK CUT . \---------1 \\ STUCCO, I' FROM \ <I WOOD WALL \ \—EXTERIOR WALL \ (FRAME OR CMU) \\ ei \\ NOTE: NOTCH FOR 2X(o \ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \\ \ ROOF DECK(BEYOND) \ \ DRIP EDGE, I' OFF WALL \ NOT INTO STUCCO) ��/8' TEXTURED FINISH \ \ \\ WOOD, 1/2' TEXTURED \ \ / FINISH m CMU / 2xb SUB -BAND W/I'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK ® L E SAT ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH A END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL WWKIC K— O UTK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UJA§'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY AME OR CMU kLL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774$078 FA%: 407-7744078 www.abdesigngroup.com AA #: 0003325 V ~ 94 C aysD:v as IAT: SILVERADO LOT #38 BLK #18 PROJECT 04128.601 38181 MODEra 4EWB "1499-FREEPORT" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B DRINT ATI : 07/24/20 scAum 1/4"=1'-0" SHEET WA6 -3 1/2" m IF a� n a I SLAB 11 ---------1 77m-12X18-4 ------ — —, EXTEND 14'-7" 11'-10" SLAB 11/2" I I I 4 ml UU I N I LL li N 16 -10" 21'-2" m N � X 1 N (� 1.1 I ILL 0' TOP OF SLAB R 4" PVC CHASE \\\ I I EXTEND —TE_2 —SLAB 1 1/2" CONC. � S �4" SLAB W51/2 ,-TOP" F SLAB I I 15'-6" 2'-8" 4" I I N 15 I m I I W q G N lu Im O I N y 14 CONC. _I to 2 SLAB g wl 1 1 +-3 1/2 N a( I EXTEND SA1/2" — --- L -71/2 I •10. FMC-12X78 FMC-12X18 ----FM-12X18 — — — _ — — FM --X18 11.1 — • FM -1_2X1a' m�w — FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4, REFERENCE ELEVATION +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.E11NDICATED #5 BAR, MINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90, HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING$HALL 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 A.C.I. 530-13/ASCE 6.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 31/2" 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 TEA 8" SEE PLW 8" - s (+)0"-0' TM-12x18 12" CONTINUOUS 18" - (2)#Vs (+)0'-o" 7M5712x18 12" CONTINUOUS 18" - O s - VARIES TE-2 12" E A 8" - s FM-12x12 12" CONTINUOUS 12" 2 1#5's + " 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6 C SLTBDIV. dg LOT SILVERADO LOT #38 BLK #18 PROJECT 04128.001-38181 ILODEL- 4EWB "1499-FREEPOV' GARAGE 9TfWG: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B DACE: 07/24/20 SCALE: 1/4"=1'-0" 8HEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ° SPACING REQUIREMENTS P_ v� W ¢� m U w t I s GARAGE DOOR RECESS mj e6-J.(� CL Q FM F g5 x a. - Z 8" CMU WN-L O 8"CMU WALL 1 CORNER BARS, SAME SIZE AS LARGER BAR O W W 8' O m '-0" ° IN FOUNDATION WITH 30" LEG EACH W = /n N «.0'-0" TOP OF SLAG 'NI'..�.� +- TOP OF SLAB 9 WAY AT ALL CHANGES IN DIRECTIONS (.., �� SO THAT THE STEEL REINF, IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLA a'. I SEE SLAB SCHEDULEa-BAR SIZE 48 BAR DIA. 4" CHAMFER (i-STORY) #3 18" EXT. PORHSLAB - VARIES SEE SLAB SCHEDULE` TOP OF GARAGE 4"CHAMFER - LL o. I._CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ZLp. AT ELEV: W/ 1/2"ISOLATIO (WHERE< 4 • CHAMFER (2STORY) #4 24" W/ 1/2" ISOLATION (1-STORY)6" , ��JOINT `�� 6" CHAMFER (2-STORY)APPLICABLE) SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z • c i EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE #6 36" 36" � FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS 12 TO 3, PROVIDE 2 BARS), UNO #T iv EXTERIOR MONO -FOOTING r��EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" SCALE:34"=,-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3l4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. GHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W p a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE rr a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. 2" CAPPED a 5 EPDXY. MIN. EMBED I TO 8E PT. PROVIDE DBL. iOP WASHER SET IN HIGH STRENGTH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE Q Ii UNO PLATE EPDXY 5-1 /2"EMBED. MIN. 16" OC SLAB WI10d MASONRY WIFLANGE (tit BASE Q FOLLOW ALL MANE. SIMPSON SPH40R SPH6 MAX.ADDITIONALMETAL NAIL i6" O/C STAGGERED. SPECIFICATIONS FOR BTM AND TOP PLATE 4 USE AND r PREPARATION OF ANCHORS W/ tOd x 1 1/2" CONNECTORS NOT REQUIRED WHEN NO M O HOLE. COMMON NAILS FILL ALL to N UPLIFT IS PRESENT. Z HOLES, DO NOT USE 10d w W SECURE FLANGE TO SLAB W/(4) 114" X 2 1/4" x 3" SEE SLAB SCHEDULE w SEE SLAB SCHEDULE C Q TAPCONS + p• p° .� TOP OF SLAB=AND TOP OF SLAB4" CHAMFER (ISTORY) 6" CHAMFER (2STORY)r�_ULE EQ. EQ. SEE SCHEDULE SIZE FOR WxD, BAR SIZE ADDING BAR TO NTITY AND BAR QUANTITY �� BOLLARD MONOLITHIC FOUNDATION r_,�INTERIOR CURB FOUNDATION WOOD WALL 8INTERIOR CURB FOUNDATION WOOD WALL �+ V � SCALE'. 3/4"=1'-0" (W� UPLIFT) SOALE�314•'1`0•(NO UPLIFT) SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q " 0- PLANS FOR SPACING. SINGLE PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT, SLAB W/10d MASONRY NAIL Q� W 16" O/C STAGGERED. U ADDITIONAL METAL a d 0. CONNECTORS NOT K REQUIRED WHEN NO O 8"CMU WALL UPLIFT IS PRESENT. M Z TOP OF SLAB SEE SLAB SCHEDULE `SEE SLAB SCHEDULE 0-0 Z Z. TOP OF SLAB a• 2 "ISOLATED" COLUMN PAD to o"i CENTERED UNDER WALL AND F—BAR POURED MONOLITHICALLY WITH -- — FOUNDATION AND SLAB SEE SCHEDULE TjEDULE SIZE FOWxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY J COMBINED EXTERIOR MONO- INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD s°ALE'3/4"'1'.0" (NO UPLIFT) SCALE:3/4"=1'-0" 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003326 W � �I loll, 6 9wBDm & W SILVERADO LOT #38 BLK #18 PRCJECT# 04128.002-38181 acii 4EWB "1499—FREEPORT" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH W. B DAA= 07/24/20 scALE: 1/4"=1'-0" sHEET s1.1A. DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdosigngroup.com L AA M 0003325 C ti e 9VHDIV. & LOT: SILVERADO LOT #38 BLK #18 PROJECT 04128.001-38181 MODEL: 4EWB "1499-FREEPORT" GARAGE BVIENG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B 31 D � 07/24/20 9CALE: 1 /4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ I HOOK - GROUTED BOND BEAM •I ea CLEAN OUT REQUIRED a FOR INSPECTION A - 0'-0" FIN. FL•a • TIE ERTICAL REBAR a - TO HORIZONTAL • REBAR W/ 10" HOOK BAR SIZE 48 BAR OIA. Z w #3 18" #4 24" U #5 30" 96 36" #7 42" HORIZONTAUVERTICAL REINFORCING ,, EXT, PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS mw U i 8" CMU WALL 00 s 9. w SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 1> Z 4" CHAMFER(1STORY) - O 6" CHAMFER (2STORY) #3 181, U #4 24" Z MATCH STEEL 1R5 30" g REINFORCEMENT PER SCHEDULE #6 36" #7 42" SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING ,1 SCALE: 3/4"=1' X VG REINFORCEMENT PER SCHEDULE #5 BARS • m-I ,. 8" ,. a Mel FE] - CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 2 C aUBDXV. & L o SILVERADO LOT #38 BLK #18 PROJECT 04128.002-38181 MODEU 4EWB "1499—FREEPORT" GARAGE 8111►7NG: LEFT PAGE: DETAILS 150 MPH EXP. B 1 DAR Z, 07/24/20 9CAL.E: 1/4"=1'-0" 8FIEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) lod x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (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 I$ TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG•01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0". FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Psl) �xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 8x8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 01O 74' (42') PRECAST 2231 4Ar (40n PRECAST 18e8 W-W (54') PRECAST 1585 71' (64') PRECAST 1217 F-10' (70') PRECAST 1062 6'4' (781 PRECAST SOS T4' (SO`) PRECAST 743 V1' (112') PRECAST 554 iV4' (120) PRECAST 475 11'1' (13" PRECAST 302 124' (144-) PRECAST 337 171' (16n PRECAST 208 IN-W (ten PRECAST 279 lW4' (178') PRESTRESSED NA 184' (184') PRESTRESSED N.R. 1T4' (2M PRESTRESSED RR 19'1' (2321 PRESTRESSED N.R 21'1' (2M PRESTRESSED NA 22'4' (2641 PRESTRESSED NA 24'4' (26e9 PRESTRESSED ®�mm�m 0��000 oomomom mm0000�a 0�m0�00 momQ!omm 0mmomov m®mooc�mK--nl EMIR m®�m�Om �000�m0 ommoomv �0000�Q 0�00DOD ommom��r oommomo O�0�m00 ®�000�0 ®mmmo�am 0000000 oo©0000 0��0®00 RR in MD 4a1 461 1 M4 1 10R 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDMON -ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFpi TOAD�A SAFE LOAD -POUNDS PER LINEAR FOOT 74' (42') PRECAST 10M 1024 1558 1 74' (4n PRECAST 4'4' (48') PRECAST 766 783 1305 V-W (48') PRECAST 4'4' 04') PRECAST 02 501 1073 4'4' (54) PRECAST F-C (64') PRECAST 411 411 746 VW (64') PRECAST 6'-10' (70') PRECAST 340 339 616 F-10' (70') PRECAST S4' (78') PRECAST 5D7 721 490 V4' (781 PRECAST T4' (S07 PRECAST 424 534 3e3 T4' (0V) PRECAST 9`1' (112'7 PRECAST 325 512 230 S-4' (112) PRECAST 174' (12V) PRECAST 294 401 150 1014' (12er) PRECAST ll'-C (1W) PRECAST 250 452 154 111-1' (13n PRECAST 12'4' (144') PRECAST 244 402 137 124' (1"') PRECAST 174' (160) PRECAST 217 324 110 174' (100) PRECAST W-W (18n PRECAST 205 293 100 14'0 (1681 PRECAST 14Ar (IM PRESTRESSED N.R. 294 61 14'4' (171n PRE$TRWBED 171' (184') PRESTRESSED NA 259 83 16'4- (1041 PRESTRESSED 1T4' Wn PRESTRESD NA 194 04 1T1' RW) PRE81RESSED 1V•4' Can PRESTRESSED NA 148 62 IV4" (232') PRESTRESSED Z1'1Mn PRESTRE80ED N.R. 125 42 214' (2P') PRE87RE88® 274' aM*) PRESTRESSED N.R. 116 40 2T4' (20Y) PRESTRESSED 24'4' mn PRE.4mom N.R 1 97 1 33 2Y4Y Mn PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM Y OF SEARING PAST EACH 810E OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 - - - - - - - - - - - - - - - - - - - - — - m----------------------- :----------- 8F16-1Tl0M/OB 6'-0" LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8F20-lT/OM/1B 1 1 17'-4" 1 8F16-lT/OM/OB T-8" BF16-1T/OWOB T-4" I I I 0 8RF14.1T/OWOB `♦ 1 ♦ 1 ♦ 1 ♦♦ 1 7F8-- ?l ♦♦ 1 8F16-lT/OM/OB ♦ 1 4'-6" 1 � 1 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 24 I 'Al C � a ;I tiw, IN 8L73DIV. ae LOT SILVERADO LOT #38 BLK #18 PROJECT 04128.001-38181 MODEL4 4EWB "1499-FREEPORT" GARAGE STUNG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 1 DATTE. 07/24/20 sCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3l4"=V-0" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. "A �(, O P F = FILLED W! GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH # OF #5'S, IN 2NO BOND BEAM COURSE 5'_ M/ B �0 NOMINT L—/��,16-1T/ii IT IS THIS ENGINEER'S INTENT # OF #5'S, TOP BOND BEAM COURSE THAT XFXX -1T11 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX � iT/0M/0B INDICATES A IT IS THIS ENGINEER'S INTENT SINGLE BOND BEAM PLACED IN LINTEL AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST'a 19 WINDOW i SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'-0" x8" �1#5 BOND BOND BEAM 1A`5 TYR B"z16" BONDBEAM 8x16 DBL. BOND TOP OF BEAM W! (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .y. SON D BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bz8 PRE -CAST CONCRETE LINTEL W! (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE L SCALE: 3l4"=V-0" LINTEL, W!O STEEL (LI) REFER TO PLAN FOR LOCATIONS Tno . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 W � C BLTBDIV 1. L107, 11 SILVERADO LOT #38 BLK #18 PR0" 04128.001-38181 MODEL4 4EWB "1499-FREEPORT" GARAGE BWMG: LEFT PAGE: DETAILS 150 MPH EXP. B 31 DATE: 07/24/20 1 9CALM 1/4"=1'-0-"-j S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. RG. FRAMING PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com L AA #: 0003326 T CY R StmDIV AC LAT SILVERADO LOT #38 BLK #18 PROJECT 04128"001-38181 MODET- 4EWB "1499-FREEPORT" GARAGE SWING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B DA E: 07/24/20 SCALE: 1/4"=1'-0" SHEET S3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNVALUFLOOR HTSM20 TO d"x (12) 16d x 1 }'NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" TRUSS AND AND (4)1 x 2 1l4' DEL STRAP, 1 EACH SIDE WRAPS UP AND H RS TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(i) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) tOd x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" x 4", 10d x 3N # 1900 UPLIFT (2) (2) SIMPSON HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" EDONSIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF BLOCK WALL W/10 1Gd TO ADDITIONAL PLY MAX. TO 1/4 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS TT EN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1X2 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 = U:1810 LBS, L:770 LBS (1 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 2" COVER 8 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b 1c ` 4„=1` MISPLACED TRUSS ANCHOR GIRDER CONNECTOR(S) 3 3E,MBEDDED PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS)(BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) 0 (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT tx4 DIAGONAL COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING BTM. CHORD FOR STRAPPING 0'4" TO 30'-0" (1) "X" BRACE SEAMS) BRACING, SEE O VERIFY �_ 3V 1"TO 60'-0 (3)'W BRACE SECURE 2x8 PT. PLATE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO SLK WI TRUSS PLAN (1) "X" BRACE @ CENTER TO BLK WI 1/2" DIA. Q V >d MAY NOT BE W/ 1/2" DIA. ANCHOR BOLT W/ 2" (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" N a I— REQUIRED WASHER SET IN HIGH FROM CENTER TO END, WASHER SET IN HIGH y� STRENGTH EPDXY 6" MIN, 2x WOOD FASCIA, STRENGTH EPDXY 6" MIN. EMBED. AT 32" 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 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" CONC.POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d'2EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2x4 SECURED W/ (2)10d's @ EACH 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM RED. INTERSECTION TYP. BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 SQALE:34"=,'-0' 4 GABLE TRUSS @ CMU WALL SCALE: 314"=l'-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0" NOTCH DEPTH 1/4'D GE>5/6" THE USE OF ALTERNATE MATERIALS MAY BE METER L. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLYOF 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 qH EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES ASTHEONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 01 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.HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE< 3/5'0 DEL. STUD SUBJECT TO Fi AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE:112"=1'•0" ALTERNATE MATERIALS 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 327E10 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com L AA #: 0003325 >r H 0 xa 6 Susz)rv. & LOT: SILVERADO LOT #38 BLK #18 PROJECT 04128.001-38181 MODEIt 4EWB "1499—FREEPORT" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B 1 to C GABLE - ENO L n ROOF WIND DESIGN PRESSURES NET(GR05S) ASCE ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.96 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "0" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT R- 0.18 ROOF D44PHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O,C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING 16-2RINGS SCREW SHANK I ER NCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. C� J ZW Za cl U W Z C mU =O C7 if 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z Z 7 W . Y Z 2 � 0 D f7 �) Z 0 . Z Z W (zg77 W 1 d U N O Z 9 ZZ Q � W MCC L) LLl wcnaa U Q U �W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B,.)N FIELD J\ TYR 3W' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN 3/I'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 8th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1.400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND ALSO SPECIFICATIONS DRAWINGS. SEAMS UPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 8th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER 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 WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING. GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WDOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-W OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM AST MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -GIPPED GALVANIZED, GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPIA4, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA SCSI V 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 C COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 per TOP CHORD -non- I-Irrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -­.-nt #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, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf 7CHORD (7 psf ASPHALT SHINGLES) psf wl 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 pat BTM CHORD 5 5 paf BTM CHORD B THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=180 WN 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20PSf, HABDABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200PO, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED. UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pat FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED S 44- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE 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 AGNNST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1R'FOR 06 MID SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4'FOR SUBS, WALLS AND JOISTS 1-IM FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE 10n - 1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ ASLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksI FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIICATxXN 912E TYPE SPACING REIMPo6 APPLICATKJN SIZE TYPE SPACING REMARKS 1 TFUPRING TO AIASONRYI CONC. CASE HARDENED WIL NNL1fYt LONG. 9 pC GAMGE DOOHBWK TO MASONRY/GONG. tN'DW. NO WASHER TA-NASONRv FASTENER S WC 1IZ'EMBEO.. d"EN0019T.. ?EDGEDIBT. MD, AL. Ex 00C 1+M, SEE NOTES CASEHARDENEDCOK NAA 11I2'LONG. 9'OIC STAGGERED WINWW/WORIFASTENED MTO IM90NRY/WNC. -OE OOCR SUCK TO MA90MGYIWNC. 12'DIA. W/ WASHER E%PPN910N B0.T ]4' OIC VEMBE0..4•E-T., ]'EDGE DIET. WINDOW- G,SEHARDENEOWB rac WwOOWmoOfuFASTENED METAL9,RA>TD CONTACT THIS ENGINEER FOR SPACING 1t PT, ME _6 NULI I2 LONG. STAGGERED INTOMA90N1ICONC. MABONRYIWNC. REQUIREMENTS E%r. SW AG DOOR (Z)11eOlA 'TAP 1 18"OIC 114' EMBE0,9'END. NON9EARING WOW VT E%PAN9ICN 4•EMBED.4-EIA N OIC BU0 PT, SEE NOTES NO -ER FASTNER DI9T.. I- EWED6T. WALL TO CONC. SLAB W/WASHER BOLT GIST., 3'EDGE DIET. h -OW"O' 0.135°PAF.2- 9"OC VEND. DLST.,11? PT TO STEEL COL, SEE WI WASHER STAGGERED MM-T, TE9 1.SSTTAAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT[ 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 EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 _.... f a � e p� 8 � a 1.4 yy A 6 acrHa><v "T: SILVERADO LOT #38 BLK #18 PROJECT 04128.00 -38181 MODRU 4EWB "1499-FREEPORT" GARAGE STI nCG: LEFT PAGE: DETAILS 150 MPH EXP. B 1 D 'A"�TE'A 07/24/20 BCALS: 1/4"=1'-O" MT >,>�Es N 1 � tk5s r �� �� ��� � �ss�� ,ra �da- � l