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HomeMy WebLinkAbout8015 Broad Pointe Dr` 99 1499-4EWB-FREEPORT99 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE. NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE CITY OF ZEPH HILTPLAN EXAMINER HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nAM BUDDING 00WRaMmmil,ABV. 6T'N EDITION (zol'0 • AM 1X& AM STATE CODES -OCCUPANCY - RSS[DENTW GROUP R3 • CONSTRUCTION TYPE - VB ' INTERIOR FINISH - CIA3S B -BASIC WIND SPEED - Vult=100 MPH Vasd=124 MPH •EXPOSURE _ C •I_3lORY � -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABOVE LAY. LAVATORY ABC AIR MUM. LDM . AIR CONDITIONING M.C. MEDIC ADCRQODSINECABINET ALT. ALTERNATE MPR. MANUPACfURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTER MID. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.TS NOrroscALE CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CFRAMIC TRF PH. PHONE D. DRYER PLT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DU. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION IL RISER DISP. DISPOSAL RAD. RADIUS OP. DEEP PLk . RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT' RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SET. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F,G. F.G1FX. FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FIN. FPIISH SL. GL. SLIDINGOLASS FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT SwS SHFAR WALL FR DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GOEURrRUPT R TCIRCUIT Fos. TOP OFSLLAABre GL GLASS TYP TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR HEADER W. WASHER IHNSUL. IINOR ITT SULLAATION wo. WITH DO INT. NTERIOR W/H WWATERW WHEATER W.I. WROUGHT IRON DATE DESCRIPTION G64M ADDED LED LKaHTS.IOT 4ENABATFIn" ARCHITECTURAL SHEET DESCRIPTION aaure ADDED W00 PATIO OPTION PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2A-ELEVATION "A" PG Ei-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG VIAL -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS O1/b/19 ADDED BTOIEOPTICN 08RMA9 REVISED DOORS AT LANM CLOSET FR M (2) 2' 0' TO (I) 7'-4' aenaA9 REVISED DOOR AT OSNER'8 YW.K-W CLOSET RiOM 4'$' TO T'-6' as � RERA MPCO&ECTORS WF N SP9PSON coKECTORB 034WO ADDED OPT, REAR AC LOCATION MAAM ADDED LED M OSNERO BATH • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 , SQ.FT. CALC. S LIYIN6 1,4W 84. FT. GARAGE seb 5G FT. ENTR 11 SQ. FT TOTAL 11" Ski. FT. BxW PATIO W SGt. FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAI1S PG S3.IB-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD TIES PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's [N WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'm HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-774-4078 www.abdesigngmup.com L AA N: 0003325 p� } ti q 'f C a 2 q 0 A sysD>cv at LOT: ABBOTT PARK LOT ##6 BLK ##15 PIROJ=Tp 04181,000-06151 MODSIa 4EWB "1499-FREEPORT" GARAGa 81VnaG: RIGHT PALM COVER SHEET %160 MPH EXP. C GENERAL NMS 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 0 EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. SIfE 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS i. 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 318INCHES 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 i' 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 R3016 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'% -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH %; AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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 FLASHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/' 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 REWANT 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 i. 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 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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 BUILDER'S / CONTRACTORS 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. EXTIERIOR 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.00m L AA #: 0003325 4 per( $ lai z ABBOTT PARK LOT ##6 BLK ##15 PROJECT# 04181.000-06151 UODICIA "1499-FREEPORT" GARAGE (SWUM: RIGHT PARSE: GENERAL NOTES 160 MPH EXP. C / i All 0 a o o I � / - r (I 20 MIN ®- 0 _> - o r■II - - - - - - olIEE8E8EEE8Elo o,iUUBEEEEEIio olll',o oilio FLOOR PLAN SCALE: 1/4' • I'-®' EXTERIOR MASONRY SQ.FP. CAM'S WALL BM WEIGHTS LIVIW.s 1,498 SQ. FT. ® G4RK.E 385 Sa FT. am. ENTRY 11 SQ. FT. Ee TOTAL PATIO w OOa FFTT, 0Mr0 BIIA1CO J=Q■DLQIDB MW VOID OTONA FOR 883001D QlAlll OPEINI6 80UYE 601E 11DIlIIMDIND RBWItO MY" POORIIOE MIN. WINDOW I® 5 34/-45 CRITERIA EXTERIOR SWING I* 5 33/-43 DR. MIN. CRITERIA SIG.D. MIN. 41 5 31/4,5 CRITERIA Wivic OAD. 112 5 282/-31.5 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.—ff. EXP.-C. MEAN ROOF HT. = 13•-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 031010LDAISOM C DBL. TOP PLATE 0 M BAR DETAIL NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' l35 MM1 M THICKNESS, SOLID ORWONHYGOMB-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD RFAGAN SL LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 i gggE 3 6 aysDIV. as X,ar. ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.00 -06 51 MODRT.4 4EWB "1499-FREEPORT" GARAGE 9WWG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C W-ib'-4' SLOG. HGT.� SHMGLE ROM 8'-0' BR's. HGT, 12'x24' FYF'GN BRACKET OR EMIVALENT b' RAISED BAND 8'-V BRG. HGT Lill R FRONT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHNG AS PER FBCR R103A 1� 5 8'-O' BRG. I-GT. _---_ v I�•0. 45 II 0'-0' FIN. FLR 8'-0' BRG. HGT. s - 5 Ij —//OFF RI� T 8'-V ERG. I-GT.io - I'-N7 EJA 01-01FIN. FLR - _—_—_—_—_—_—_---_—_- OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 R I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION ALE, 1/4 • F-0' TEXTURED FINISH V-0' BRG. HOT. 0'-0' FIN. FLR —'--- I`8'-0 r•ro� r-0' ■ I -66 � II 0'-C' FIN. FLR I I ,�0'-0' FIN. FLR RIGHT ELEVATION SCALE, 1/4 R 1'-0' TEXTURED FINISH AREA OF ATTIC 20R05417. NRFPEEVENTIIATgN AREA REQUIRED V300 RECMRED VENTILATION AREA = XW/300 &S VENTRATION AREA X SD, NINES PER FT. 114.) • MAsm IN. ". REOIRREDVENTIUTpN = .5X RRB.0 IN UPPER PORTION OFATNC 2 IN. Off RIDGE VENTILATION AREA W SCLIN. PERVENT ARR.2/115 MTALRa VENTSREQUIRED = 4.3RRkl TOTALROFVENTSPROVIOED 5 =AREAOF ATMCSTNEPERINYTEROFTNENOUSE,LESSTNEOVERNANG EMENOROFWAlLMOMRIDROFWA NOOV GSIN0. M ------ —o8-0 I� II FIN. FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774,8078 FAX 407.774-4078 www.abdesigngroup.com AA #: 0003325 T EVHDIV. Ale LAT: ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06151 MODELa 4EWB "1499-FREEPORT" GAItAGE 8MING: RIGHT PAGE: ELEVATIONS 11 A11 160 MPH EXP. C 17 L . pmv4T DATE, 08/13/20 ECAI.E: 1/4"=1'-0" EFIEET A2A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES a&V OUTLET 70 AMP "ORA POLE REPI CUTLET IIOV OUTLET HOP GUTL T WUP TO Re17G1 GPI ROV OUTLET SRAIPRD 1UGAD PAUL wl"mER (TA vm REMRTAW TTPE) 220V OUTLET (4) NAME C**6OT H �F GPI EM. RATER ROW puma GROUND FAULT MEIIIEA•fpa DUTCH SWTCH 3-WAY OPER �.N SWITCH 4-9)AY OPMR, I4LL N'101N1ED ' V LIGHT CEILING LIGHT © LED CLG LIGHT ©VP LED VAPOR PW41 LIGHT O VP VAPOR PROM LOW OR MOM CAN'/ ~. FAN I ON PER Sti PT. VENT.FRN 1"LawI BM PER -FT. V rom" fMPlc' iW OT' oLqLom 2-MLO MRM ® LLq(p�� tPeECIEMIO) ARDuc F-7PL ` (mom 2-MULLS MIRAP' AROUND }-=.{ a, FLUOIESEf.WT 4' FLUORESCENT p A 6 4- TRACK LIGHT C� PANEL MERE O' S D. BROKE DETECTOR rtl LJ BALL MOUNTED O'Cla DtftcroR Rsn. React -I>• w-Ndie EB[ ®CARewN SIC / .0 11011MOCSUSl10M� smom DITEGTOe CR'IO y AFL sE A OMITS OF NOT LESS TiO N 4' PPICKWALL MMAW LIGHT LIB NATURAL aM cumur TELEPNOW JACK WAYM PLATER DISCONET= ie 1!r�ML41veTEa All DIeCONNECT SIR AM ON I Q TILEVIMKN JACK M EE MUIPPIOIRIED N O J-SOX AIY.ORDANq tlV BOX As SUCH FOR fxR Ne PAN LRM To DANCE LED N TOeen IW Sox R NAIgD AO MtIGH FOR MAN= A* S bona 24' N—*40$BCE/1 LIGHT STEP Anima SS' LIGHT NRIP nnn�nnnn�n µ• e1C.4)DlSCLNT LOW STEP FLOOD L— OPT. SECURITY PEYPAD • P8 NeH-EUTCN POR cwmm UM POUR • LOCATION OF TV JACKS 4 PHONE CUTLETS 4 PANE TO BE VERlIED a HOFEOUIER PISS-C'"I'M ICTICN MEETMIO. • ALL I A 20 AMP BRANCH CIRCUITS TO BE ARC PAULT PRDIECTED PER ELECTRICAL PROVISIONS OF CCCd ATH mrcIGN HART) . NEe 21en Neu tmrclo2 • 20 AMP DEDICARD LAWDW CIRCUR. • GR • ISLAND (NOT ON KITCMM CIRCUIT) • DIGHU#A M DISCONNECT TO BE LOOKOUT N PANEL • IATFRROOTI 9)04"T PAN TO HAVE MNL CAFAGITT' OF N CRT NTERYITTER TOR ELECTRICAL PROVRLOFM OF SECTION MBOT9 • LAUNDRY P100M REGlPTAOLE MNALL x GROUND FAULT C 14MIT-NMPVVA-TER PROMCTION FOR PERIQUE. ON PE®EIS • URRNG METHOD SHALL IE NG14 METALLIC CABLE PER ELECTRICAL PRROVINQ! O PIGM NTH ® rani • ALL WOK TO COMPLY UITH ELECTRICAL- PROVISIONS OF THE FIOR rTH RD r2e1T2 • ALL Lel•N•M WALL BE SELECTED /Y eWLD[! AND TMm C• LIGNT•IG MMT IE ILI•SY tae4aENf T4'PE PER ELECTRICAL PLAN SCALEI 1/4' . I'-C' COACH LIGHT METER FIELD VERIFY LOC. W P Panel MAIN - A PANEL: 8/16%w at beaker VOLTAGE: 120/240V-1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1 Cu THAN & 1- #6 Cu (G) in 1 12" C. OR 3- OM AL THIN N & 1-96 Cu (0) In 1 12" C. 1Mt Pa. at O..M on Walt Brett a -At welt D..aN - a. Pa. Win #12 1 22 EM wR «t OFIb NO i]W 1 2 Sp«. #12 2 20IMgiN. Pump 1000 ] 4 s 9 gap( NC CU 1 38 2 #a sp.7 e PANEL - A PANEL: 42 crt breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1 Cu THW & 1- 46 Cu (G) in 1 12" C. OR 3-#2A AL TFVM & 1-#6 Cu (G) in 1 12" C. wlt Pa. Pao D.« Wat Deco Ci-* want D..a1 non akr M. Air. 1r1l SmellA Ili 1500 1 2 am R.V. pD 2 #a 1MI—I HOW OFI taw 3 4 1Smal Appfn . 15DO a a 45M Waaf Haaar 25 2 #to 1AW v 1500 7 a 1-in 1Dwry R««tea. AFa 1600 9 10 1200 O.pwt OR 21 1 012 1Bte OR R« 12W 11 12 1aW a.ttm.OR 20 1 012 1F IHY I BW. 42&ON Ban#2 AFCI 900 13 14 SOW DIyE On 30 2 ()10 1U* Roam. LEreI U s AFCI 9W 15 76 1K2 ! P.ra , &pant • AFCI ow 17 16 law W. W OFI 21 1 012 4 1SD&C/O AFCI 900 I 19 20 1000 GI —Dane OP—GH 21 1 1 012 #12 1 21 1EAN/D«AF0 1210 21 22 12W .o«toN. AFCI Iftt d rUs&R Owl 20 7 S 23 N 90D OAnrb 6WSAFCI M 15 1 .14 #14 SP,- 25 26 aW Ow." Bamoam AFa 1S 1 014 SPt— 27 29 Sp«. S 30 1000 ftdWncards Oaf 20 1 012 Sww 31 9 an 33 "34 aW S 35 3a «. Swoe 37 3B «. #a 2 35 A. AlAF1 (!I5 KVA t W% «t.r 5525 R 40 b «. 41 42 $•a. tatti kPd to d—tn4 maa wleWtims I On. teWO 2a7W LOW.uq.d to 4.m.W f«tor a Waam.I ln. Dentand radarCakafatitim: ABBREVIATIONS: AFa: ARC FAULT CIRCUIT NIERRUPTER NC: NONWNCIDENT LOAD OR: GROUND FAULT NTERRUPtER Taal Imo .ubl«t to e.m«d ma« 4zmD ' Rost 10333sstl. t 100% 10000 Ranat 40% 130DO Toll AID loa4 10RB LOAD CALCULATION IB BASED ON AIC NON -COINCIDENT LOAD Tall Ccon"ed Lwd Waft 33809 Toll Amp.(sse. I2b Wt) 141.3 General Lighfing & Rape DN Load Tat A/C S r F.a 1499 O,nr fs&R 3W I Sa. FL 4497 �M• 1 at(15W/Li htat100% 65 Tat G—ti L'Oft & R« (Wtt) '15452 Ckls# Its/ Total %ails O«Et Us & Rae Pawl A 9 507 4562 I 4 I- L III LED LIGHTING @ SINGLE LAV. BATH 2 150 AMP ELECTRICAL RISER NOT TO SCALE. GdlPERAI. NOTES, A ELECTRICAL MATERIALS AND MTA J.ATIONS SMALL COI"S°LY UT14 ELECTRICAL FROV161" OF THE ELCIR klli EDITION (2OR). LOCAL CODES, AND ALL LOCAL FOUER COMPANY ommiRePEMA 4 ALL CONDUCTORS SHALL W TYPE TFENrnMIN LNLEBS NOTED OTHERUIISE. FOUER COMPANY TR/N&AOIIMER GIRADE FROVIDE ISM AMP, W4410 VOLT. I PRASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CW N 1412" DIA SCHEDULE 00 PVC- CONDOR OR FROVION 3 -2/0 ALUMINUM (AL) N 2" DIA SCHEDULE EO PVC- CONDUIT OLES& SERVICE le PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC CQ•IPANY PRIORI TO BID. I I I L _ I LED LIGHTING ® SINGLE LAV. OWNER'S BATH PROVIDE 3410 CU. THWN 4 RS CU N 2' CONDUIT OR 3 •4/O AL, THIN . ft CU N 2• CONDUIT OR 2A0 AL. &EA (CONDUT TO TERMINATE MOVE SOFFIT 0 OVERHANG.) COFDNATION SERVI. IISO A7•P DISCONNECT SWTCH AND t291A VOLT M ELECTRIC METER N I PHASE NOMA 3R MCLOOLM P/INOlL monnP TMJ PN" SeRVIOE CABLE 1ILIVIGM ENTRANCE eERVIce INTIRANca nomp TENT ncimpR•M NRR&Y&TE•1 OONClm TERM AIL AT LOW VOLTAGE CONNECTIONS 1 R{ CI) SERVICE (74ROUND CONNECTED TO C24CPL' E ENCASED FODTER STEEL PER ELECTRICAL. PROVI&LON& OF THE ®GB.kHi EDITION !]OT1) &W' DIA X 0 PT LONG COFFER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA #-. 0003326 � qC yyU y mill q e IREE BVIDDIV. aE LOT ABBOTT PARK LOT #6 BLK #15 PROJECT 04181.006-061 1 MODEIA 4EWB "1499—FREEPORT" GARAGE 871IN0: RIGHT PAGE: ELECTRICAL PLAN 160 MPH E . C A. A NO DwM 08/13/20 BCALE. 1/4"=1'-0" BIaEE'r E1 2'-10' 13'-5' 9'-0' 2'-9' 3'-3' 2-.,' 81 4 I 2' VTR i ----- wc. 2" 1 1/2' i I 1/2 --- — — �i 11/2' 2 " SHWR ----- ' ---- LAY i U;- 2' 1/2' KITCHEN 3' SINK W/ _ AUTO VENT 2' 3. WASHER 2. o IF----- O 3. _ L J ' 2' VTR a' 3 1/2 �, we CO 11/2 LAV a' 3' 4'-'1' 2'-6' 30'•11' Ur 2- TO TUB 3" MAIN 0 I PLUMBING RISER ------------------ PLUMBING PLAN BCALE, 1/4 • I'-0' d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-77446078 FAX: 407-7744078 www.abdosigngroup.eom AA #: 0003325 S[JHDIV. Se LOT: ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06151 MODEL: 4EWB "1499—FREEPORT" OARAOE SNIIQO: RIGHT PAOE: PLUMBING PLAN 160 MPH EXP. C I08/13/20/4"=1'-0"1 2X4 TOP RATE PRE -FAD TRUSS 1/2. CLa BOARD 1412' DRYWALL T'-)r SECURE DT. — PLATE TO SLAO W/ IOd MASONRY NAIL • 32' O.G. MAX FIN. RR 2X4 WOOD STUDS *24' o_ $LAD TIONS SUPPORTING HUNG PLUMBING RES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (a)TYP. INT. WALL (NON-BRG.) D1 SCALE. 3a'.I'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.IJ ON J' O.B.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I..o. TYP. O.H. S/8' GYPSUM ek OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUEB REFERENCE STRUCTURAL `—R-4J INSULATION 1— WINDOW ATTACHMENT AS PER MANUFACTURES � 8PECIFICATIONB r REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. e' CM U IR' GYP. WL. 150 - WOOD BASE — 0'-0' FIN. FLR. L v a 4 (-.,_W WINDOW OPENING P15ERGLA86 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80b.IJ ON OAJ5. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENO, TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a' B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (-2)OLAYERIUNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 AD sm I'Pw KAM pm OY L" ,cm a• ern.l o. OW sus 8 GAS LINE THRU BLOCK VI'- FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON I' O.S.D. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUS6 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-J— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR Ir 8' C *U I'-0' TYP. O.N. W TUCK 2 COAT - PORII.MD Ca1fR PLMme APPUND Polam7 TO M1AGCHRY �P/R KQ col GLAD w erum GTRICT RAL MM KN'Ola�lNT 2.6 P.T. YD ATTA040 TO RLL CNJ. A6 FW PRODUCT APPROVAL Ko. esALAxr . _t'3�GARAGE DOOR JAMBS D1 SCALE: —2X4 SPF24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRtW PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT.'2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORME FOR INSULATION R-VALUES ,. PER ELEVATION b/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD n W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' O.G. IA' GYP. WL. BD. - WOOD BABE — FIBERGLASS BHMGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb1.1 ON J' 0.8.15. SHEATHING OR J' CDX PLYWOOD SECURED PER 0. FASTENER SCHEDULE TYR MTL. DRIP EDGE Ok1. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENO. GABLE TRIM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLANO CEMENT PLASTER APPLIED DIRECTLY TO MASONRY `71 � 0'-0' FIK FLR d. . B TYP. WALL SECTION kP NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 pW E T � BUDDIV de LOT ABBOTT PARK LOT #6 BLK #15 PROJECT* 04181.000-06151 MOD=It 4EWB "1499-FREEPORT" GARAGE BWING: RIGHT PAGE: DETAILS 160 MPH EXP. C Dw� 08/13/20 BOAT.=: 1/4"=l'-0" a*==T D1 I. 2X6 P.T. • CENTER OF DOOR HEADER OECIJI@O UW 11) UJ' X V J-80LT 4V 4• MRL Vlft=M 4 UW 2' X 2' X W MASHER 4 NUT OR UV (2) K' X V ANCHOR IMT6 W/ 2' X 2' X UO' WAl1ER 4 NUT IE 65CIR! 2x4 ON 19 RAT TO ELK IN UW MAGONRY NAIL.D. 61011116 2X4. GARAW DO SUGIC RECIUED UV (S) N' X E• J-EOLi OR ANCHOR E OC.iQ UV 4' MRL E'CEDI'ENi, UV2' X 2• X V6' Ud&aR 4 NUT. (I) UITNIN r OF TOP. (1) WTNN r OP T9E 071 (1)EVENLY GPACED. ® IF NOTES ALL ANCNORH aH.4L.L BE N ACCORDANCE TO M6NIFACn4QER'6 NaTALLATICN NETM=Ti Na U6ERE MICU N6TNUCTIONM Ate[ MCWE ATORNMW GARAGE DOOR ti1BUCK ATTACHMENT C:rIl LEI 1, I'X4' OR I"X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND i-Y4 INTO BLOCK ❑ W/ V TAPCOTNB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN 8. OF EACH END 4 18' 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 11BiDOM TO BLACK +3 4 OR +6 4 A SCALE, N.T.B. 2X4,m SECURE TO BLOCK W/ W(r' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 18' O,G. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-Y*' TAPCONIB(MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 8. CM IS' OjC. MAX SPACING. )J' DRYWALL 2X8,m PX4. OR 170' P.T. NAILER SECURE TO BLOCK W/J-%' CASING TAPCONS (MIN. SHANK SIZE J45 71TOTARH MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) 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 )1) DOOR JAMB TO BLOCK +1-1 2" 117BLOCK +1-1D" " 3 CL0 2X444s SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OG, MAX SPACING. MJBT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL. V.- TAPCONS TAPCON MIN. I-Y4 (MIN. SHAKO 812,E .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I V) DRYWALL WITHIN 8' OF EACH END 4 I8' OL. MAX SPACING. X4' OR I'X2' P.T. NAILER 2X8,® SECURE TO BLOCK W/2-W-61 TAPCONB (MIN. SHANK 61ZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-16 t8" irl WINDOW TO BLOCK +1-16/ 8" ALE: KTA, 2X4.m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4 ) WT14N W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-W4' NON-STRUCTURAL V TAPCO46 TAPCON MIN. I Y4 (MRL SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49I_ATrTACW 8.1 WT14IN 8' OF EACH END JS• DRYWALL IS' OL. MAX SPACING. I'X4' OR PX2' P.T. NAILER 2XD4 SEA BLOCK W/J-(MIN. CASNG SHANK S1ZE .145 MIN HEAD SIZE 300D JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH ENDMACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO� EXCEED 49 �NOT DO�NDOW D TO BLOCKK+221/4f" u , KT.S. 2X4o SECURES TO BLOCK WW(r / ' TAPOON (MIN. SHANK SIZE .145 MIN. HEAD SIZE —ACV MIN. EMBEDMENT I Y4) WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X 18' D.C. MAX SPACING. MU ST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO ��K NON-STRUCTURAL %' TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . cmMIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 "X4' OR I'X2' P.T. NAILER IW O.G. MAX SPACING. ❑ 2X8® SECURE TO BLOCK W/2-W4' TAPCONB DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OTC. MAX SPACING. MANUFACTURES DETAILS. ,10,4 Wf Y NMWD TO1•Yti YI'M f00 NR pt�Dli') DOOR JAMB TO BLACK +3" ENDOW TO BLOCK +3" %Z/5CALEs, N.T . 2X4m SECURE TO BLOCK W/ W(.' TAPCONB (MIN. SHANK SIZE J45 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 2X6m SECURED THROUGH SECURE TO BLOCK W/2-W(.' NON-STRUCTURAL W(r' TAPCONB(MIN. SHANK SIZE TAPCON MIN. I Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 JS• DRYWALL 18' O.G. MAX SPACING 2X8� Fj 1'X4' OR IW' P.T. NAILER SECURE TO BLOCK WW2-%' 2ND 2X SECURE TO TAPCONB(MIN. 814ANK SIZE STRUCTURAL MEMBER 14g W/(2A2d WITHIN W OF EACH MIN. HEAD 61ZE 300 END 4 6' TO 8' O.C. MAX MIN, EMBEDMENT IY4) OOR CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLU MI5 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F R +3" ALE, N.T 2X4m SECURE TO BLOCK W114' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 3C0 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MOT BE ON OUTSIDE 4 IB' O.C. MAX SPACING. SECURED THROUGH 2X(,m NON-STRUCTURAL W(.' SECURE TO BLOCK WA-1/4' TAPCON MIN. I Y4 TAPCONB(MIK SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 3M , CMAI MIN. EMBEDMENT I Y4') DRYWALL WITHIN S' OF EACH END 4 18' O.C. MAX SPACINCs. X4. OR I'X2' P.T. NAILER 2XBs= SECURE TO BLOCK WA-1/4' )6' OJ)J5. X 4- MIN. TAPCONB (MIN. SHANK SIZE J45 DOOR CASNG MIN. HEAD SIZE 300 MN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW 6ATTACH WITHIN W OF EACH END 4 TO 2X PER 18' OC. MAX SPACING• MANUFACTURES DETAILS. ,tl14 WI YI�p TO I•W� JN�lpO MR i4nDRl DOOR JAMB TO BLACK +3-7/18" G A TO BLACK + —7 16" ALE, N.Tb. 2X4m SECURE TO BLOCK W114 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST DE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK wl-I/4' NON-8TRUCTURAL Wb' TAPC," TAPCON MIN. 1 Y4 (MIN. SHANK 61ZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM WITHIN 8' OF EACH END 4 )S' DRYWALL IW O.G. MAX SPACING. I'X4' OR PX2' P.T. NAILER 2X84m SECURE TO BLOCK WA-1/4' P.T. X 4' MIN, TAPCONS OOR CASING (MIN. SHANK SIZE .148 MIN. HEAD SIZE JAM MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER IS' O.C. MAX SPACING, MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAM IS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" H e + 4" E, N.T.S. 1441 N. RONALD REAGAN SL L.ONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA B: 0003325 1 } A 04 iLi Ion D M 08/13/20 SCA=: 1/4"=1'-0" s*mc 'T 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 12473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 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 104S6.2 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 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 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 1149S.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20531.20 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 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 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-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.2-114 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 5891.4-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS 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-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 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 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 11 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www,abdesigngroup.com AA #: 0003325 } no = 3 4 momp BItMDriI de Lo ABBOTT PARK LOT #6 BLK #15 PROJECT* 04181.000-06151 MODEL• 4EWB "1499-FREEPORT" GARAGE BI7INCI: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 1WH EXP. C jJ DARE: 08/13/20 BICA,LE: 1/4"=1'-O" B1i;EET D3 PREFORMED CONTROL JONT PLAN U OF CONTROL JOINTS Td BE CARED TIED TO LAIN • V Or- MAX (VERT.A, d12I18L DO NOT PASTEN CONTROL JOINT TO WAu EVEN P 67w EXISTS DI�EYLOEGND EXCEPT STAPLES WV Si LOG CACPPLANTTRROL JJ014TUSED O TEIMP. OURMO NSTALLATION -� PAST@!RS TO BE SPACED • I' OL. MAX VERTICALLY PLASTER THM3 COAT CEMENT WRB LAYER 9. PORTPICER / BUILDING PAPER APPROVED PETAL LATH FASTENED .9' (VERTJ O.C. MAX AT SUPPORTS UM LAYER sL 6TLK= WRA1P UOOD SHEATHING /// i 0�.1''0 TNARCUGH JONTS BUT0. BE STOPPED TIED AT EACH SIDE. PROVDE 2X4 OL 004 PER ASTM C06S 1014 PLACED FLAT MAX. V TO V MWM CONTROL JOINT u" N CONTROL JOINT PALLS ON AbTENER6 POR LATH TO DE NAIL& i STRIC'IURAL OTUD OR I STAPLES IN COMR'LIANCE W/ ASTM OM3 r 2. WRE TIES TOME (NO. W) OO41V WIRE 3, BLOCKNG SHOWN MAY BE IN ADDITIp�Y \ TO WALL STUDS REQUIRED PER PLAN / NOTE, APPROVED BULOMG WRAP SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 V • HORIZONTAL LAPS. ALL 67E\ D UT14 PE \ \ LATN VERTICAL LAP TO BE V �- METAL LATH WO LATER'L on=o WRAP q�r LAYERPAPER 2 -*"eAPER LAP 6CALEr I IR'•1'-0' P MN LATH LAP. 4• p •LL LAP VERTICAL LATH & PAPER DETAIL NOTE, wow "An SIDE LAPS OP METAL PLASTER BA&E6 &WALL BE SECURED TO BUILOI FRAMING MEMBERS. PAPER T EY SMALL BE TW°.D BETWEEN SUPPORTS WTN OD416-N (IZI-MM) SIU= URN AT INTERVALS NOT MORE THAN 1' (22S.Mpu AS PER A57M CI063 OLnPLDNWO•PN.A O L.OLD KIWO-On. A T11 ® 1•P''• Q KICKOUT FOR FWAN OF TEARS DETAIL IN UM TEAMS YY BIS LE PATCHED IIV 40M WRAP TAPE PER MANP. SPEC. OR pap PEEL 4 STICK N • 4'A4• CUT AND OVERLAP ONE 610E Q+ / SELF -ADHERING M®•IDRME -J FLAeNING STEP 01 j' TNICIC 3 COAT CEMENT PLASTER METAL LATH UM LAYER •2. PORTrIVER BUILDING PAPER INSTALL FASTENERS (CLIPS, WOOD SNEATMPO STRAP6, STAPLES) AS RE(i[ 0 TO SECURE I FE W WRE TO RIMING 4• 6. ) OVER 4'A4• MEMORANE APPROVED a.M�m CUT AND OVERLAP ONE SDE OP STEP 011'f 6 PLASNM6 IIPD LAYER I4 snOco III~ UPS LAYER 4. POWPIDER SUW.DING PAPER METAL LATH 61.61 SELF-ADFERING MEI'ERANE PLASWIICs OVER 4'w4* SELF-AONERING 11MIMPAME PLAS14M6 OVER APPROVED HOUSE WRAP. 4W SELF-ADHERII6 MIRMGRANE FL,ALSNMG OVER APPROVED HOUSE WRAPP. R-ASHMe To e�erem aNTo PnPE W CONT. DEAD OF SEALANT INSTALL APPROVED HOUEWRAP AIR IPILTRATION BARRIER OVER SHEATHING ELASTOMCXCC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R70V BARRTYaM4 Eztedw u use of poMamlrlarM cement Plaster shallc t wiw theappAcetl regWrementa ASTM C 026- 12A. Installation d estetiw laming and (raring shall —ply with ASTM C 106112A. OLLpowN4u.". O LPOLDNu41o.n.A ; WOOD SHEATHING OR CMU LCIEAr . P?. • 7 GAi1° • PT' • WRB LAYER RI, 3. CPKAN0Pr.0 acwAN. M.e i STUCCO WRAP (FRAME ONLY) 4r"PT.Oovw M. • TLL IR. C TOuom" ® •O`TOM PLOW THICK 3 COAT CEMENT w PLASTER (FRAME), In2 COAT LEGEND ., CEMENT PLASTER (GNM U) METAL LATH (FRAME ONLY) LAP wRe TAPE OVER DRAINAGE PLANE (WRB • ®I pLp O ROOF/IUAI I ACREED EED --- — -- -- --- LAYER "1, STUCCO WRAP) MALL TORT IUL. rap. a¢ M3 tl01ar. i'TNWO(3 COAT CEMENIT ?—_5'Xb' 'L' TYPE CONTINUOUS WRB LAYER *2 CFORTI�IBER — — — •— — — PLA&IER OVAMd W I C"T F GALV. METAL FLASHING CR'OITPW761W (GL) Z (NAIL TO ROOF DECK NOT BUILDING PAPER) OUILOMER�,rowomOR E WALL SHEATHING) euILDRNG PAPER adM. CNari METAL LATH STU LAYER �. N — GAP LL UT E - DO NOT NAIL, X—X—X—X LAPtAOWRAPnIALOM LY) INSTALL WITH ROOF CEMENT LAPLATOD KsuLOWIWWRAP oVteW H4aw ItiAnW4IrCP .' STUCCO L. CR cm IwswLLRtiAOMM �I I ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING KMW MAN" (SIN I SELF—ADHE51VE FLASHING — — — — — — NOTE METAL LATH: LATH TO BE PER SECTION PELT RO•ILATMM — VAT•WTWIT WA. T.WNo a4 Rp"I,T R-1031.1 / A5TM C-84-1-09, MIN. 2.5 L55. °"•• .01"' AT morwm QRPQ' PER SQ. YARD (UTILITY OR NOMINAL ex" mR6 OIL= 9 e%1"'p Pmcw.A LATH DOES NOT MEET SPECIFICATIONS) •& Twat. M.�I4p,LLY O " L" FLASHING PM7.14• aG NAX 5 N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdaigngroup.com AA *: 0003326 J fi q Y N y cl X O SVHDiV Ae LOT: ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06151 MODEL: 4EWB "1499—FREEPORT" GARAGE 8WMO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 W EXP. C BACKER ROD BACKER ROD W IS LAYER ry, Anrr� �UR,ep INSTALL 6' SELF-ADdERMG MEMBRANE r•LASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. OEC 994CE OF PLAS14MG TO BE, I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALLLSSIADEE& V CAULKING • JOINT ALLPER SECTION R703.7 Exterior IBWng Wid DIB6i6rY10 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. ' HOODED VENT Nj' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6 B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE— PLASHMG (INSTALL PER MANIF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO f r%v_ 1 1 V Mr_�ci vG STUCCO SCRATCH COAT 4 t COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM — "' --" ' '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWIRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEIURAP BELOW CUT SUCH THA NO MEMBRANE ENTER$ BOX, APPLY TO F,41 EDGE APPLY E-Z OVER 6m MI GRADE TP FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC min; "tin WOOD SHEATHING WPM LAYER -1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH •1/0, TEXTURED FINISH • 111 00 -FASTEN TO WOOD STRUCTURAL MEMBER • 1' OG. MAX V TO h' ryln-n_L „arse Gmu W WIDE 6TRP SELF ADFEE6IVE FLASHING, CLEAN MASONRY BEFORE APPLYMG V FINGH1 • MASONM HORIZONTAL WEEP SCREED (FRAME TO BLOCKI e' WRB LAYER 7, STUCCO WRAP 4777. CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #I STEP #1 STEP 02 LAYER h, STU STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 1.1 { MEMBRANE FLASHING 111 WRB LAYER 4, FORTIRBER BUILDING PAPER STEP #,4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32780 PH: 407-774.6078 FAX 407-774.4078 www.abdeslgngroup.com AA #: OD03325 ~ s� M 'f all, I I L J DUBDIV. Ae LOT: ABBOTT PARK LOT #6 BLK #15 PROJECTO 04181.000-06151 1LODELa 4EWB "1499-FREEPORT" GARAGE Bwsxa: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C AUG DATE 08/13,120 14CALE: 1/4"=1'-0" 8 WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - k 2 1/2, k CORNER BEAD (FASTENER 4 SPACING m "I' O.C.) CMu W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdoeigngroup.eom AA N: 0003325 �p�t A4 q T jppj ss C MOT BUHDty de Lo ABBOTT PARK LOT #6 BLK #15 PROJWTM 04181.000-06151 UODEL• 4EWB "1499-FREEPORT" GARAGE BWMG: RIGHT PAGE, WALL ASSEMBLY DETAILS 160 MPH EXP. C DA= 08/13/20 BCALJG: 1/4"=V-0" 8*1ZET WA3 kk LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — • — • — — WILDING PAPER) METAL LATH x—x—x—x STUCCO 11lICTION � — O�Y� WOOD 6WArwmm UZATWEA WAnGMMMGTIVE 4f \ \ DAIFI , / \ � IPLA04M6AD11ElOV6 f �\ 1 WEAT ERIPENSTIVE / \\ \\ SARJGTARTER E6AIWtlER FESTIVE aTNf- I \� ., y V OELF-ADWERM6 I ` R.AONM \ OALVV METAL f AI-V�D METAL— _ '2• R.AGWM6 'T PLAGWM6 , V.• v WOOD TRIM MISER / °` Y' X W WALLATED W�OD TRIM MIMWR GAP WAQ4JLKM OR A"NOVEZ) SEALANT QAfiM \ \ OLA2 SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdosigngroup.com AA#:000332B EVHDN- Aa LOT: ABBOTT PARK LOT #6 BLK #15 PROdECTop 04181.000-06151 MODEL: 4EWB "1499-FREEPORT" GARAGE OWING: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DFJNT ATE: 08/13/20 SCALE: 1/4"=1•-0" e MET WA4 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE !f�` 1` 1/8' TEXTURED I FINISH o WOOD I �� 1/2' TEXTURED FINISH 0 CMU / �\ METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) VS• TEXTURED FINISH • WOOD, In, TEXTURED FINISH f CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR CMU \11—WRIS LAYER 01, x x x x x x I STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WPM LAYER 42, FORTIFIBER x x x x x x x x x x x x x --- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x I FRAME OR CMU 2x6 sue BAND cal RooFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDUE x x x x x x x x x x DRIP EDGE METAL auc our x x x x x x x x x x x x x (REFERENCE POINT p LAN B O ONLY FOR WALL OFF I x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY t ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) �1/8' TEXTURED FINISH tv / WOOD, 1/2' TEXTURED FINISH 0 CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS V-8' O.G. MAX. 2x SUB -BAND WA'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003328 ti T 14 z R BUDDM & LOT ABBOTT PARK LOT #6 BLK #15 [pnoimcTo 04181.000-06151 UODZIJ 4EWB "1499—FREEPORT" GARAGE awtNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. TE-1 m +-3 1/2" ' I'7 w I 4'4� O K 4' ~ 4" CONC. m Ina SLAB T� Op OF SLAB 3 SLAB I 1.1 cq O N 1----it FM-12X78 --4 --1 )-- M—' I2,-0" EXTEND SLAB 1 112" 11'-10" 14'-7" 11 4" PVC CHASE1 1 UU W O I N LL LL r 11 N 21 •-2" 01 18'-10" m_ 0�T'� l iS 1 i 1.1 SLAB 1 • I EXTEND I SLAB 1 112"_ TE-2 • _ I m *-51/2 I N � 5 3'-4'I "2'-8" I 15'-6" 1.1 19'-6" 18'-6" i a I N � ro I N I � O LLI N ry 4" CONC LL EXTEND Iw Ig SLAB I 2 SLAB 1 1/2" ( Iy * 9 1/ 01 J X-10" i .$.-71/2 FM-12X18 _ — 1.1 — — - 1 LL FMC-12X18 — — — — FM-12X18 — — — FMC-12X18 — — — FM-12X12 LA I ILA I— e &'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 --M". 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. S. 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.OINDICATED #5 BAR, OINDICATES #6 BAR,11111NDICATES #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,D00 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 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 4 OF SLAB SUPPORTED 3'-W 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 W 1.4%W1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG TEA 8" SE P B" FM-12x18 12" CONTINUOUS 18" - (2)#5's (+)0'-0" FMC-12x18 12" CONTINUOUS 181, - ( s #5 IN CURB VARIES TE-2 12" ". - e _ (+Xy'-0" FM-12x12 12" CONTINUOUS IF 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ar 2 6 Q 1py r $z p 14 a 3 sumniv. & IAT ABBOTT PARK LOT #6 BLK #15 PRDJMCT# 04181.000-06151 MOD&'IA 4EWB "1499-FREEPORT" GARAGIC >lWWO: RIGHT PAGE: FOUNDATION PLAN 160 MPH fE. C DRINT ATZ: 08/13.1 0 SCALE: 1/4"=1'-0" SHE= si 30" MIN. EACH WAY MONOLITHIC FOOTING }} Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — 0}. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS per. T CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �•° v -v c—• 00 C G 00 w c { T`. ... �oo :. °.•f{•�- GARAGE DOOR RECESS w e U U a m W < I' �:. 1 �� FM— w g 5 - z B" CMU WALL O 8" CMU WALL I , . CORNER BARS, SAME SIZE AS LARGER BAR I w ul B+ O b z o I, IN FOUNDATION WITH 30" LEG EACH °°II w = o +- p•-p• �. . TOP OF SLAB +- 0'-0" TOP OF SLAB . - B WAY AT ALL CHANGES IN DIRECTIONS I .. •� SO THAT THE STEEL REINF. IS CONTINUOUS N Y) .. r / MATCH AMOUNT OF CONTINUOUS BARS ( • CURB FOR . , f ' . • n EXT. PORCH SLAB n SEE SLAB SCHEDULE-° BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) 18" VAR'EI ...... GARAG - SEE SLAB SCHEDULE TOP OF E EXT. PORCH SLAB 4" CHAMFER • °" o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET gyp, AT ELEV: W/ il2" ISOLATION .. • JOINT (WHERE • • 6" CHAMFER (2-STORY) #4 24^ W/1/2"ISOLATION•. (iSTORY) 6"CHAMFER (2STORY) -: 01-01, APPLICABLE) Z - SEE SCHEDULE #5 30" JOINT (WHERE. APPLICABLE) • • EE SCHEDULE Z 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING S FOR WXD, BAR SIZE #6 36" FOR WxD, . BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO d2„ EXTERIOR MONO -FOOTING _ EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3l4"=1'-0" 2 SCALE'3/4"=V-0" CORNER BARS DETAIL �4� DOOR OPENING @ GARAGE 3 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" --_-,y LAP TOP PLATE A MIN. OF 46' AND NAIL W/ COMMON AND NAIL W/ COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT S, NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT S, OVER OF WALL WI PLAN LAP TO OCCUR OVER STUD LAP TO OCCUR OVER STUD OF WALL W( PLAN OVER 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 5 co NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ 4 IFEPDXY PLANS FOR SPACING. SINGLE O p_ SECURED W/ 2- PART SPACING, SINGLE BTM. PLATE 1/2'SH CHOR BTM. PLATE TO BE PT. 2" CAPPED � g EPDXY. MIN. EMBED TO 8E PT. PROVIDE DBL. TOP RSETWEDGIN HIGH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE Q 8", UNO PLATE 6-112" EMBED. MIN, Q IT OC SLAB W/10d MASONRY W(FLANGE BASE Q FOLLOW ALL MANF. _ SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL rn I USE AND BTM AND TOP PLATE RS T o a m PREPARATION OF U e ANCHORS W/ 10d x 1 ill" COMMON NAILS FILL ALL REQUIRED WHEN REQUIRED WHEN NO HOLE. Z M to HOLES, DO NOT USE 10d W w UPLIFT IS PRESENT. SECURE FLANGE TO SLAB W/(4) 114" X 2 1/4" x 3" Q SEE SLAB SCHEDULE ¢ SEE SLAB SCHEDULE TAPCONS Off• QQ' +- 0'-0" + p•-p• .� TOP OF SLAB7EQ. TOPOFSLAB4" CHAMFER(1 STORY) 6" CHAMFER (2.STORY)MEQ.EESCHEDULE EQ. EQ. SEE SCHEDULE xD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL ��INTERIOR CURB FOUNDATION WOOD WALL 7 " scALE: 3/a"=r-0• (NO UPLIFT) SCALE: 3/4"=V-0" SCALE: 3W=r-0" (W/ UPLIFT) 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 a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL m 0 a a CONNECTORS NOT REQUIRED WHEN NO 0 0) 8" CMU WALL UPLIFT IS PRESENT. Z • - TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE Z TOP OF SLAB . e• "ISOLATED" COLUMN PAD ' '�. CENTERED UNDER WALL AND •a .TI lL..�. POURED MONOLITHICALLY WITH y FOUNDATION AND SLAB - SEE SCHEDULE SEE SCHEDULE ,ors" FOR BAR SIZE FOR WxD, BAR SIZE BARWxD AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FOUNDATION WOOD WALL ��FOOTING AND COL. PAD „ sCALE:3/4"=V-0" (NO UPLIFT) SCALE:3/4"=V-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 327W PH:407-774-6078 FAX 407-774.4078 wwwAbdoeigngroup.com L AA 8: 0003325 f i >summ ae LOT ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06 51 MODEL., 4EWB "1499—FREEPORT" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1l4" = V-0" 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 h ti C f ya atmDIV a LOT: ABBOTT PARK LOT #6 BLK #15 Pitoj= 04181.000— 06151 MODELt 4EWB "1499—FREEPORT' GARAGE OWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C DA1'E"" 08/13/20 aCALE: 1/4"=1'-0" w* EET 51.2 A Z i TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I 1 VARIES PER ELEV. #5 BARS CLEAN OUT REQUIRED FOR INSPECTION ' 0'-o FIN. FLR. A a a TIE ERTICAL REBAR . - TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� #3 18" O M U #4 24" #5 30" #6 36" #T 4Z' HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a [O V zi CL Z 8" CMU WALL TOP OF SLAB q' TOP OF SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. Z w f > ° ° q EXT. PORCH SLAB 4" CHAMFER(1STORY) 18„ (y0 W/ 1/2. ISOLATION 6" CHAMFER (2STORY) °� JOINT (WHERE • #4 24" q APPLICABLE) 2 MATCH STEEL #5 30" 6" PVC CHASE REINFORCEMENT PER SCHEDULE #6 36" 6" PVC CHASE THRU FOOTING THRU FOOTING #T 42 SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 I~a T � i 9tMDM a LOT. ABBOTT PARK LOT #6 BLK #15 PROJECT* 04181.000-06151 MODZIA "1499-FREEPORT" GARAGE OWING: RIGHT PAGE: 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 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1M" 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"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW i T.O.B. = TOP OF BEAM / B.O.L. - BOTTOM OF LINTEL / T,OA. -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 (psi) W6xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)q5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS 4c66IS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD PLF TYPE 8U8 wa er12a eruct en4a w enii erwa wum TYPE " — Rcrn LENGTH 68 (4n PRECAST 2281 4'4r (4e') PRECAST 1900 4'a' (54') PRECAST 18W 64- (94') PRECAST 1217 6-Ir (79') PRECAST 10112 61' (78') PRECAST We 7'4" (W') PRECAST 743 61' (112') PRECAST 664 10-0' (1261 PRECAST 475 11-4- (131M PRECAST 302 120 (144') PRECAST 337 13'4' (1M PRECAST 21111 14'-0' (Ilea') PRECAST 279 14'-8' (1T8') PRESTRESSED KR. 164' (134') PREETRESSED N.R. 17'4' Pm PRESTRESSED KR 19W (292') PRESTRESSED N.R. 2T4' On PRESTRESSED N.R. 22'-0' (2N49 PRESTRESSED KR. 24'4Y PRE8TRE88E0 �m00�0 00�0®mmo v00000m SZEm0E3R0000 momQoo" mom000v E=E ®E=ElEZA m0K::lK=m=, K Q= m®MCZXOKMMK=Mm mmcmv©�T= mmoo©oo� K=Em©K=El=E= CZi�mO©m0 "mmo©== oomo©ov ommo©��n oommomv "NaE®KEMm00 ®M[M"m®m0 0MEMEMSKEZE ®0 00000�o 0©000M7OC30 ®�000K:3m 00�0000 00�0��0 00000©o (?W'1 N.R. m ao 1 40 1 04 ee4 I taI I IM (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS T- (42) PRECAST 1025 1024 1BB8 N-V (48") PRECAST 7B6 763 1309 4.4Y (54') PRECAST 6/2 501 1073 64- (64') PRECAST 411 411 745 6-10' (70') PRECAST mo 758 51e 647' (78') PRECAST W7 721 40D ia' M PRECAST 424 634 383 VW (112) PRECAST 328 512 230 104P (12r) PRECAST 254 401 100 11'1' (1311 PRECAST 280 452 154 124Y (144') PRECAST 24.4 402 137 IT-V (11i') PRECAST 217 324 110 Iwo (m) PRECAST 206 203 100 14'1' (178r) PRESTRESSED N.R. 284 91 161' (184') PRWTRE88ED N.R. 269 83 llrW Olffin PRESTRESSED N.R. 194 64 191' Mn PRESTRESSED N.R. 148 62 214- (2 n PRIESTRESSED N.R. 10 42 27-T PM P N.R. 116 40 24'4Y Mn PRESTRESSM N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 0��0000 m���000 VW m0000®o m0000®o m�a,�n0000 - �...........�1QQ1Q."�� �m0000m CrK- _11011=9 IlMrl 1 �1'lNMI 00000mm �m�00�0 mo®mmo®. oorcrrm-���, mo-CnCr�r'�� 0 CT CT1 CAT,'. CT CT1 CcT4i ©W:"K:rCr. K:3"E: _ E:r "@1W:r0C3'1C7 "ICT1CP1 0@�ET�IE'7'1Ct!'Q1CT1 (#) 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 4.OF BEARING PAST EACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0128.03 -----------; 1 8F16-lT/0M/0B 1 BF6-1 iT/0M/OB T-6" �% 1 % 7'-4" 1 %% 1 1 BF16-lT/OWOB 6'-0" UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. F-----� I I° L - - - - - J 1 j ♦ 1 8RF14-1T/OM/0B 1 1 i � 1 1 4 1 ♦ 1 1 ♦ ♦ 1 1 aF8 j 1 1 1 SF16-1T/0M/OB 1T/OMIOB ♦ 1 8F20-1T/0M/1B 1 1 ♦ 4'-6' 5'-10" I 1 17'-4" 1 v--------------------------------------- m---------- ---v LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA 14: 0003326 S a * t m etMDM Je LOT: ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06151 MODEIe 4EWB "1499—FREEPORT" GAPMOE 9WING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH C AA NO DA Jm 08/13/20 NCALE: 1/4"=1'-O" aiIEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK—� 30" TYPICAL #5 BAR IN BOND BEAM CORNER 0 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T IV/ OF F=FILLED W/GROUT �YY WILLED �T .j4�0 NOMINAL WIDTH WIDTH # OF #5'S, IN 2NO BOND BEAM COURSE kl6-lT/11�1/ Q� HEIGHT # OF #5'S, TOP BNOMINA IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - iT/1MIOB INDICATES A DOUBLE BOND BEAM # OF #51S, BOTTOM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/014 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST " 3 1I4" WINDOW Z ..a' SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=V-0" TOP. BEB"xS" �1#5 BOND BEAM 1#5 TYR B"x16" fp BOND BEAM 1#5 8 8x16 DBL. BOND TOP OF BEAM W/ (1) #6 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF WI (1)#5BAR BOND BEAM GROUT SOLID FROM — TOP 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 OPENING -2" BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'•0" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS Tl10 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdoo4gngroup.eom L AA #: 0003325 h tf C om avBDIV. Se LOT: ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06151 MODEL: 4EWB "1499-FREEPORT" GARAGE EW MG: RIGHT PAGE: DETAILS 160 MPH EXP. C �7PuII��PiL���I•� 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 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. :.. FRAMING PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWngroup.com AA N: 0003325 1^. oa7i h tF N 1 w 14 14 C a p[ mo BLTHDM de LOT ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06151 MODEL: 4EWB "1499—FREEPORT' CAP —ACE awtxc: RIGHT PACE: FRAMING PLAN 160 MPH EXP. C oe D M 08/13/20 SCALE: 1/4"=1'-0" SHEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SON # 1100 UPLIFT SIMPTO B42) SIMPSON HETA16 TRUSS ANCHOR WITH HTSM20 W (12)16d x 1 }" NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" TRUSS AND z 2 1/4" (4)11 "x DBL STRAP, 1 EACH SIDE WRAPS UP AND TITEN 2 ANCHORS TO HORS" OVER TRUSS (NOT SHOWN) CONT POURED LINTEL -(1) SIMPSON LGT2 GIRDER TIEOOWN WITH NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON (16) i Od z 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA76 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL TO ADDITIONAL PLY MAX. TO )114" x 2 TRUSS AND (4)1/4" x 2 V4" 1X2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ iOd TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" 01C 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, 0430 LEIS (2 OR 3 PLY) 2" COVER & 2" APART C ALLOWABLE UPLIFT=U:?705 LEIS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b 1c ° = MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 3 SCALE:3/4"=V-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE�NG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 6'-0" MAX (W/1X4) �R 10'-0" MAX (W/PX4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X�RACING IS PRESENT AT m® 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING tx4 DIAGONAL BTM. CHORD BRACING. SEE PU1N FOR FOR STRAPPING 0'-0" TO 30'4" (1) "X' BRACE SEAMS) BRACING, SEE LOCATION VERIFY 01 30-1"TO 80'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE x �" PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN "1"" BRACE CENTER TO BLK W/ 112" DIA. IU a>> MAY NOT BE W/ 1/2" DIA. ANCHOR BOLT W/ 2" (2) X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" i� l S I- REQUIRED WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH x 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 WI 12d's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2z8 P.T. PLATE W/ 12d's 8" CONC. POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. iX4 BTM. CHORD BRACING 6'-U' O1C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2X4 SECURED W/ (2)1Od's @ EACH 10'-0" O/C MAXSECURED Wl (2)1Od DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 10'4- O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM REG. INTERSECTION TYP, BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 scALE:3a"=r-0" GABLE TRUSS @ CMU WALL 4 -V-0" SCALE: 3/4 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" NOTCH DEPTH 1/4•0 HOLE EDGE >5/6" THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <2/5"D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 OF FOLLOWING SPAN ONLY 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 _ �r EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 315"D DBL. STUD SUBJECT TO Fl AND F2 FORCES. STUD NOTCHING %1 AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" ALTERNATE MATERIALS 11 SCALE: 3/4"=1'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdaslgngroup.wm AA #: 0003325 f ddd � M 'pRj� a aunDIV" & LOT ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06151 MODELA 4EWB "1499—FREEPORT" GARAGE EWWO: RIGHT PAGE: DETAILS 160 MPH EXP. C (2) 2X4 No.2 SYP DIAG. -� BRACE W/ (3) 12d @ EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-V TO 60'-0 (3) X BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE - "ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT MASONRY BOND BEAM ►"--`+ ❑non i nuaa BEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=V-0• PRE-ENGINEERED G)YALTRUSS CONNECTION LEY SCALE: N.T.S. 11 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA k. 0003325 i i _I Z a 6 I L 3 mo 9VHDIV. ae LOT ABBOTT PARK LOT #6 BLK #15 PROJECT# 04181.000-06151 MODEU 4EWB "1499-FREEPORT" GARAGE aNIIdO: RIGHT PAGE: DETAILS 160 MPH EXP. m GABLE -END T_l wP RooF N`-A` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCI: 7-10 ZONE 1 =18.56 PSF (28.56) ZONE 2 = 32.94 PSF (42.94) ZONE 3 = 56.39 PSF (66.39) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: If APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALLA 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 (Rjl6-2 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 21/2" DAN" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2, INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR 8HEATT#NG 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 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. O C� J Zw Zo = w aZa c Sd NO 2 o9D 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .- J / z9 - zw LL 5C Z N 0 Z ZY 02=D _ - 1_ Y 3 N ((w�O Z� C�J _J W CCDD W Z = U O 0 Z K GO Z W C7 U W U O U w (L TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS � ROOF SHEATHING 11 .---M,I11 BUILDINGUENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 6" O.C. IN FIELD ` Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d X 2 1r2' SCREW SHANK PNEUMATIC SCREW -)AILS C 12" 0.8NjN FIELD /\/ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXWUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pftpylDE B%AIR ENfFWNEO CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF TO BE CHAMFERED ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Bm EDITION CONCRETE ARE 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. F0 = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 848L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLA83-0H-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, ASIDE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS TAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,26 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 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, em EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 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 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 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 WOOD 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 3'-0' 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 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PSI 20 pal TOP CHORD -non-concurrent 10 p9 BTM CHORD -ran-conwn iTt DEAD LOAD DEADLOAD 16 p4f TOP CHORD 20 p31 TOP CHORD (7 p3f w/ ASPHALT SHINGLES) 00 pef w/ No GYPCRETE) 10 PSI BTM CHORD 5 pst BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10PSf BALCONY LIVE LOAD 60 pSf STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10p9f, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20PSC HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pSf, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50p 1, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40p4f, SLEEPING ROOMS: 30pef, STAIRS: 40pef 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. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pSf, 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. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR • 36" #5 BAR - 30' #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE. AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPIPMCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 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 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 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 5RMS 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 I'm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7AO 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 0d76, 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 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP 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. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 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 STRUCTURAL STEEL: BE MADE BY THE OEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 kSI FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy - 46 k31. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 k31. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CTU 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 MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT S(CEEDSd- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SH4LL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MXXIMUMTIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE ISA 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 WTH THE ABOVE. REGUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSI: B. FOR CONCRETE EXPOSED TO EARTH AMWOR WEATHER 1-1/Z'FORASANDSAWLEt 2' FOR#8 AND LARGER C FOR CONCRETE NOT EXPOSED TO WFATH6t 3/4' FOR SUBS, WALLS AND JOISTS 1-10 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTx)N SITE TYFE SPALMG REMAPo(3 APPLIGTpN 9QE TYPE SPACING REAWiK9 1. PT FURRWG TO CASEHMDENEDCO0. 0. GARAGE OOM &ILK 1N'DW. TAPCON MASONRY b-dC 112"ELL41EE0., 4-ENDDIST.. MASONRY/GONG NAIL 11?LOVG. TO MA9gVRYlCONC, NO WA9HER _TENFRI Ilf EDGE DIET, EGD, AL. EXT. DOORS GSE HARDENED COIL F G WINDOW000R/FA9TENED ---EDOCRSULK 1R'DM. W/ IXPANSNxu BOLT Y4'OIC PEMBEO., 1'ENDOET, tx m,SEENOTEG NNL 11?LONG. STAGGERED INTO MA90NRY/CONC. TO MA90NRY/CONO. WASNER SEDGE DIET. wsawiauac G9EHARDENEDOOIL E•ac wlNoowGoo.1- NE. MErAL3rRAPro CONTACT THIS ENGINEER FOR SPACING tx PT,3EENOTEE NAA 11?LONG. STAGGERED INTO-- MA9CNRY/DONO REQUIREMENTS EXT. SWNO DOOR RI Y1B'9w. -fAPLON' 13'dL 1tlY EMBED,CEIO. NON-M-NO WOOD 1; EJfPNJ_ OIL 4' BULK]x PT,EEENOTE3 No -ENE. FASTNER OIST..I IIY EWEDRIT. WALLTOOONC.9lAB W/WASHER BOLT OBIT„S'EDGE DIET. .3-ED E318 PT WIDOW BUCX vT.138•PAF xY 1/H- YqC 1-END. OTT., I IW TOSTEEL Cw., SEE WI WASHER 9TAGOEFiO NOTE e EDGE MET. UN 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / 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 NQA 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, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. mm aU33DM & LAT ABBOTT PARK LOT #6 BLK #15 PROJH:CT* 04181.000-06151 moDErj 4EWB "1499-FREEPORT" GARAGE OWn4G: RIGHT PAGE: DETAILS 160 MPH EXP. C 41 •