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HomeMy WebLinkAbout7262 Steer Blade Dr" 2045 -LANTANA" FOR: Ito AN ft 1 7 n '0 2?'t'det', "_� i, pim 12602 TELECOM E>RIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 Del � SNp`��" c0ji IDNN E, �G F�®R10 la NP ENE G�� - • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPAFL 33637 + TEL: (813) 740-9720 FAX: 813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .Ram gUilmm CoM M mEN m% •�1 � *ALL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB INTERIOR FINISH - CLASS B •BASIC HIND SPEED - Vult=150 MPH Va°d=118 MPH '�� _ B :EXPOSURE RESIDENCE "2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV LAVATORY A AB"STABL °NR" L"M MEDICINE ADJ. ADJUSTABLE M.C. MANUFAC CABINET AMP ALTERNATE MFR. MAMPERAGE M[IT INIMUM TURF7i BD 130ACENTLINE M HOLD UNTED CAB. CABINET MTL. METAL cLQ. CEIIIxo- N.T.S. NOT TO SCALE CLR CIFnR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPEL P.B. .T. PUSHBUTTON cCERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM DIMENSION R. RISER DISP. DISPOSAL. RAG RADIUS DP, DEEP R.A O. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR RM. DOWNSPOUT RROOM DTL. DETAIL R.O. ROUGHOM41NO D.W. DISHWASHER S.C. SOLID CORE EKTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION Sa SINGLE HUNG EQ. EQUAL Siff. SHEET �I. EXHAUST SHTHGWR. SHEATHING F.0IEXT. EXTERIOR SIM. SHOWER F.OIFX. FUEL AS SL SLIDING F.Q. FINIS GAS SL. SLIDING FIN. FINISH SL. OL. SLIDINGGLASS FIR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL mDR FRENCHDOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GAR. DISP GAARBAGE DISPOSAL. T.O.C. UGE THK, THICK G.F.I. GROUND -FAULT CIRCUIT T.O.P TOP OF PLATE INTERRUPTERT.G.R. TOP OFSLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BB OTHERWISE FHDR. HEALLJOEAW CORE V.P.. VAPOR PROOF HOT. OR FIT HEIGHT Wi WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WOW. WINDOW TER W.I. WR WHTTIIROON DATE D1G9CRWT[ON ,°�`/'° "°D ",-° gNG°�'° ARCHITECTURAL SHEET DESCRIPTION 07/24/19 ADDED PENDENT LCNTDiG AT I07C1�N PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2F-ELEVATION "F" FRONT & REAR PG ASF-ELEVATION "F" LEFT & RIGHT PG EI-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG PG MI -MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAG -WALL ASSEMBLY DETAILS 07/84/19 ADDED STONE CAP NOTE ON FRONT ELEVATION 10/01/10 ADDED 150-D FROY ENGINEER 10/11/la um"m LSD Inum P� D.R. NORM 10/m/3D IIPDAT= SEPARATE n-CTRW ' DFrARS P= Da NORTON 12/04/16 UPWTm THEgone= coavasms mu uw OE 1D/a0 ADD= 160-C F=N aNOpaER 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) 774-8078 Fax: (407) 774-4078 SQ.FT. CALC.'S LIVING 2®45 60. FT. G,4R,aGe 49a. 4 SFT. ENTIQr 35 80. FT. COVERED LANAI 22I GQ FT. TOTAL 2196 86L FT. STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG 31.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN PG 32.1A-DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS PG S3.1C-ENTRY DETAILS PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RPTS HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ARCHITECT $ Groin Wi N. RONALD REAGAN SLN LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngloup.coIn AA °: 0003325 IlUHDM S. LOT SILVERADO LOT #8 BLK #15 PROJECT/1 03719, 000- 08151 MODEla "2045-LANTANA" GARAGE STMCO: RIGHT PAGE: COVER SHEET 50 MPH EXP. Bj OCT DA � 09/30/20 8cALE: 1/4"=1'—O" EILHLEET cs A GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FIRM) 6th 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. 8TTE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318INCHES 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 i 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 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, 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." 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTTRlfE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOO) 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 ROOFIWALUFLOOR 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. PLUMBNIO 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 COVER1108 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 F188HES 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-G1063.1IA & 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 RESWAlRCONSTRUCTION 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 GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ 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. 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A R C N I T I C T 8 Grown 141 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesi"oup.com AA M: 0003325 Hamm 8unDIV. de I'rOT: SILVERADO LOT #8 BLK #15 PIROJICCT/O 03719, 000- 08151 moDzu '2045-LANTANA" GA>ttAOR BVIMG: RIGHT PAGIR: GENERAL NOTES 50 MPH EXP. PxmT 09/30/20 DAIM. 8CALM:1/4"=i'-O* 8*M=T GN 4,_m. o;o ollo 0 o�lelo olleeeelleeeeeelo amity i i p :II' 11 - -TRAY a - CV4- I III 150T . Jleeeee(O�011eeeeelnilin - J ' �p - bill i - 1 - ',O - i pUzi/ 0 Lei Il 1' O i��� - - r - o :�II'11 �I - - o •i - - o - - ao -�i GARAGE - - - - - - - - o110;0 i mein olleeleeel',La olleeeeeelo N N 071O :2'-0' SHOWER PAN W/ CURB „4'_4• EXTERIOR MASONRY WALL BRG. HEIC*4TS 9'® SQ.FT. CAM'S LIVING 2045 SQ. FT. GARAGE 454 SQ. FT. ENTRY 35 SQ. FT. COVERED LANAI 221 SQ. FT. TOTAL 21" 8a FT. II FLOOR PLAN NOTES II - ALL DPIMIONS ARE FROM FAGS OF 1 %' DLO= WALL (OR EDGE OF FLOOR GLAR) TO FACE OF WALL STUD UND. - ALL INTERIOR WALLS Alm 3 J? UND. - DRYER VENTED THROUGH ROOF (VfR), NOT SCRES'!D. AIR COMPIR°e/OR SET ON 44'X44' FOUICD CONC. PAD. PAD SANS S' FROM ROM OF STRUCTURE. - SEE SUET GN FOR 606RAL AND STANDARD SWLOM6 NOTES, - ALL 14ABITA5LB RR7O1'9S TO HAVE ARC FAULT CIRCUIT MTE1111", R. - ALL FULL WEIGHT SLOM WALL& SETUM FILLED CELLS WITWOUT OPBlRYA APO S MAR WALLS. TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' SQJAJRE LATICRETE BY HYDRO 5AN, RO. SHALL BE 14.5' x 14.5'. BOTTOM SHALL 5E INSTALLED AT 54' A.F.P. U.N.O. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO LAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX jBAR REINFORCING AT ENDS OF PARTITION KITCHLM ARIE Q4 BRACKETS AS C WALL T NECESSARY. 2'X6'X35-1/4' m LOW WALL Y 2'X6' STUDS . 16, =. W/ 1/2' DRYWALL BAR DETAIL A SCALE, NTS FLOOR PLAN SCALE, 1/4 . 1'-0' °ioaL0A06isle e°0�reo�o��elln=awAOt°��a10ee Olem um 2ONe eDllHNNDOAU N9M11® NDTIlE F00TAOE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 15 5 24/-31 DR. MIN. CRITERIA SCaD. MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. 112 5 20.1/-22.1 8010 O.H.D. 56 5 21b/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = 3 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Ae0NITeeTs Grou-Pn 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX- 407-7744078 www.abdoslgngroup.Uwm \_ AA 0: 0003325 J f 14 A 0 y� G r cr>sD:v�a—T SILVERADO LOT #8 BLK #15 P1iOJECT# 03719.000-08151 MODEL: 2045-LANTANA" OAP.AOE awtiva: RIGHT PARE: FLOOR PLAN 50 MPH EXP. A DATTJL 09/30/20 SCALE: 1/4"=1'-O" aiIEET Al 1 1/2* STUCCO FRIEZE 9'-4' BRa. HG�— 15 �I W RAISED L— STUCCO BAND FOAM — CAP IS'-0' BLDG. HGT. BRG. WGT.4 CLG. HGT. ®® 12 —_ --9 £NTR7 �g �S' STUCCO FRIEZE F FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH SHINGLE ROOF oS'-4* BR3. HGT. S' RAISED STUCCO BAND STONE VENEER GT. AREA OF ATTIC = 2755 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .SX 1322.4 — 661.2 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 661.2 /115 OTAL # OF VENTS REQUI RED = 5.74957 OTAL # OF VENTS PROVIDED — 6 SQ. IN PERLINEAL SOFFIT VENTILATION AREA = 11.736 FOOT = 661.2 /11.736 OTAL LINEAL FT OF SOFFITVENTING REQUIRED = 56.3395 LINEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) �--------------------------\ I I I I S' RAISED STUCCO BAND (TTP) I I I I I I i I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — --' ENTRY DETAIL A SCALE, V4 " I'-C* i---------------------� CORBEL 4 TRIM I c DEL E TRIM ROUND I rSIDE VIEW FRONT VIEW \�---------------------/ B CORBEL DETAIL I I I I I I I I I I I I I I I I I I I I A R C N I T! C T f Grouso 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL312780 PH: 407-7748078 FAX: 407-7744078 www.abdWgngroup.com AA #: 0003325 �I BVBDIT/ Se LOT: SILVERADO LOT ##8 BLK ##15 PROJECT* 03719.000-08151 MODEL,: "2045—UWANA" GARAGE 8TnNG: RIGHT PAGE: FRONT & REAR ELEVATION "Fe, 50 MPH EXP. DATE:* 09/30/20 8CALeE: 1/4"=1'-0" 8FEMET A2F }.� OFF RJOGE VENT OFF R� T S I 5 J— 12 V-4' BRG. HGT.� S'-4' BRG. HGT. El 0'-m' FIN. FLR FIN. FLR — — — — — —---------'-----'------------------ - .8 cxPeAulm MIN. 4'GRADE� RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO ISE INSTALLED PER MANUFACTURER'S SPECIFICATIONS I OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT V-* —ENTRY ®' BRG. HGt. CLG. HGT. —� V-4' BR3. HGT. C41- F-1 s bd .3 m. 0'-0' FIN. FLR I— — — — — — — — — — — ----------------- G D LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS A It C N I T I C T t _ Desljen PM: 407.7748078 FAX: 407-7744078 www.abdealgngroup.com AA B: 0003326 BSI SVBDM dk IAT: 14 SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 MODEu "2045-LANTANA" GARAGE BWDIC: RIGHT PAGE: LEFT & RIGHT ELEVATION "F" 50 MPH EXP. BJ DA 09/30/20 DCALE: 1/4"=1'-0" 8*11= A3 F ELECTRICAL LEGEND SYM. DESCRIPTION rB- DARD SWITCH ' Y SWITCH Y SWITCH ifSCONN120T ER SWITCH HE BUTTON FLI T RMOSTAT -8 INGLE RECEPTACLE (125V/20-AMP INGLE POLE) k°JV DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE ONNECTOR) FO IALL MOUNTED LIGHT NG MOUNTED LIGHT CLG LKsHT ENT LIGHT litED D LIGHT SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) P3413 BULB LIGHT FIXTURE m= BULB LIGHT FIXTURE B BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN ER CA15INET LIGHT ® x4' FLUORESCENT LIGHT (RECESSED) ® x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECE88ED) xFLUORESCENT LIGHT (SURFACE O CE86 LIGHT • CESO LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) EILING MOUNTED FAN 0 T FAN (i CFM PER SQ. FT.) E JACK E) OKE DETECTOR (CEILING MOUNTED) ® IMOUNTED) HIMIEB �UTLIET FOR GARAGE OPENER TV JACK -'E PORT NOTES= • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI501.4 OF FDCR bTH EDITION (201�). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-MTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING MET1400 SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TTPE • Ai L LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF L1014TRJG MUST BE ENERGY EFFICIENT TYPE PER F.B.C.ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6fh EDITION R4®4.1 FOR MICRO/ HOOD ABOVE OPT. COACH LIGHT ELECTRICAL PLAN SCALE 1/4 " F-0' I m I I _ I I I I '� I I 1-5• I � 11• � � i� 11• � I — I m i LED LIGHTING LED LIGHTING l 1 @ SINGLE LAV. @ SINGLE LAV. POWDER BATH BATH 2 LED LIGHTING ® DOUBLE LAV. BATH I METER FIELD VERIFY LOC. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 2045 MODEL 2045 SO, FT. GENERAL LIGHTING X 3 VA. PER SO, FT. 613 2 ZOAMP APPLIANCE CIRCUIT AT ISM VA EA, 3, 1 LAUNDRY CIRCUIT AT 1, 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12 1 WATER HEATER 4 1 DISHWASHER 1 1 CLOTHES DRYER 5 1 DISPOSAL 1 MICROWAVE REF. AM5-3 SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOADAT40% 126535 VA.X 0.4 1061 TOTAL NET GENERAL LOAD 4 TON HEAT PUMP #128 AMP X 240 VA 10 KW ELECTRIC HEAT AT 65% NET GENERAL LOAD g3�3, ETTOTALHEAT TOTAL LOAD FUUREGROWTH 10% CALCULATED LOAD FOR SERVICE 37,217 VA/ 240 V= 155 AMP 20D AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 30M VA @ 100%, REMAINDER @ 35% NET LOAD 4949 VA RANGE: 12,0DO @ 70% 8,400 VA DRYER: 5,000@70% 3,500 VA TOTAL 14849 VA NELTRALAMPACITY: 18,489/240= 78A #2 AL MI NIMUM NEUTRAL CONDUCTOR. IRROVIDE 3 2/0 CU, I % CU GND 2" CONDUIT OR PROVIDE 3 40 AL,1 V AL GND IN 2" CONDUIT. (CONDUIT TO TIM11NATI ABOVE SOFFIT • OVERNANW 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. COMBINAtiON 20O AMP A ELECTRICAL MATERIALS AND INSTALLATIONS DERNCE DISCONNECT 12oi740 vCLT 1 Ri46E WALL COMPLY WITH ELECTRICAL. PROM&I" OF M SWITCH AND MLO THE FBCR 44M EDITION (20111), LOCAL CODES, AND ELECTRIC PANEL ALL LOCAL ROUSE C 14PANY REGIIRIMM M. METER IN NOMA B. ALL CONOUCTORD SHALL BE TYPE TFMI/TNIN 24;AA 3R E40.0SUM UNLESS NOTED OM1ERIAS L TLLEFHIp{ GORVICE CLINES tWVISION rouER COP'IPANT TRATMFDRER Bitl4aHeE IERNCE EGUPMEdT ENTIMNOE EGIImeNT INTERSYSTCI BQDNG TERMINAL AT GRADE LOW VOLTAGE CONNECTIONS PRDNDE 2" AMP, 00/140 VOLT, L PHAN — SECONDARY ELECTRICAL SERVICE. FRONDS 3 nm COPPER (CU) IN 2" PIA SCHEDULE W PVC CONWT OR FRONDS 3 44/0 ALIMI UI (AL) IN 2" DIA SCHEDULE 00 PVC CONDUT ULESS SERVICE 16 PROVIDED BY T}E ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY FFBOR TO MO. 1 V CU SERVICE GROUND CONNECTED TO CONCRETE ENCAGW FOOTER STEEL PER ELECTRICAL PROVISIONS OF FL3CR 4HH EDITION (ton) S/M" CIA X M FT LONG COPPER CLAD GROUND ROD A a C N I T 8 C T 8 6 Grou� 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 s IIN StmDIV. de LflT SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 MODZ .: "2045-LANTANA" GARAGE 8WXNQ: RIGHT PAGE: ELECTRICAL PLAN 50 MPH EXP. r8.* AA E09/30/20 CAL C: 1/4"=1'—O" == E1 IF I I I I I -------------- I I I I I I I I I I I I HB I I I I m I I I v H v n I ---J I III I N I � . 0 I VrR 2vtR 111/2• I I!ley'I�� VT' W P1 2' .f I 1 1 1010 ; Q KITCHEN �/ —1112' 1 AUTO ( VENT SHWR� 2' L V. I I 9 j 2' 1 1uc,I 9 LAv. 3' I WASHER P7 ing I2.,_3. 1 1 . LAY. 2' r ( CO 1-4 4 11/2' 1 I OHM 1 TO 2 MAIN 'a A PLUMBING RISER — 'I-PT7il In u �I ----^ ------ --- pPTll ii �------- 4 " 0 11 IL — — — a HB PLUMBING PLAN SCALE: 1/4 " I'-m' A R C N I T 1 4 T• 6 GrouPO�. 41 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774$078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 N a SUNDIV. a L021 SILVERADO LOT #8 BLK #15 PROJECT* 03719.000-08151 MODMU "2045-LOTANA" GARAGE 8WO90: RIGHT PAGE: PLUMBING PLAN 50 MPH EXP. F—PIUNTDA 09/30/20 9CAI.E: 1/4"=1'-0" 2*IEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FOC BTH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES HA NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (201V MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE LNDER-CUT DOOR$ FOR MACE -UP AIR TO BE RETURNED, TO EQ Al AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL SE INSTALLED TO MFG. RECOMMENDATIONS AND FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO OE A PANTEC14 DBF BOOSTER FAN OR EQUAL. PANTECH DOF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ALL�HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC " ""' EXTERIOR WALL PLENUM AIR RETURN SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES AIR HANDLER $FMTUm4 EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PSCR 6TH EDITION (2011) MECHANICAL OLOG. CODE SECTION 301Z.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE PL. PL. OR WALL BRASS PLUG —�FITTMG OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/IB'X2' TAPO" UNITR SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) r6XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE- MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FN. GRACE OR PAVING rSEE SPEC -$'X$' CONC. ITTING OR EXTENSION TO $OIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPJ MECHANICAL PLAN SCALE. 1/4 " I'-0' ■ 6 A R ON IT E c T 8 Grou T. a. ign 41 N. RONALD REAGAN BLV LONGWOOD,FL32750 PH: 407-774-6076 FAX: 407-7744078 www.abdeslgngrouP•com AA M: 0003325 anon. SVHDIV. de LOT SILVERAD0 LOT #8 BLK #15 PROJECT► 03719.000-08151 MODEIs "2045-LANTANA" GARAGE STING: RIGHT PAGE: MECHANICAL PLAN 50 MPH EXP. DA 09/30/20 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PRE-FAB TRUSS 1/2' CLG. BOATID VC DRYWALL — —_ T'tr SECURE BT. — PLATE TO GLAD W/ 10d MASONRY NAIL • 32. O.C. MAX FIN. FLR 2X4 WOOD STUDS *24' O.C. BLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (:T)TYP. INT. WALL (NON—BRG.) Di SCALE, 3/4'.I'-®• FIBER33LASB SHINGLES OVER'" FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE r�__42 i� =�• MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS, VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND— CEMENT RASTER APPLIED DIRECTLY TO MASONRY &-y FIN. FLRl 1'-1. TYP. O.H. K' T-ICK 2 GOAT w emu an Y C!'Y P mn_'M GE'aR M-1.4 AFFiw F01! IeNMritoL F t plummy ro MAlG"RY 2w RT. w 5' DIA. SLEEVE, ATYACFaD To FILL COLLA&MR DO NOT CUT AMWYAL Para REBAR wo am aA'RCKn noo PIPE uaATNM STRIP w MW OM ALL BOND BEAM DO NOT CUT Kati rower LIt IV ewaw "BY C*=r~.) SOLID GROUT LI G THE BOND W/ BEAM F.■ °0.TRAMDRACsnFMTMD ro(2) COURSE REBARS —``w � FM OALV.sTaa D DGGR -- : AFFMVAL Rai VaRTICAL TRACK aY M/Y. By oro aY OM1lRs ►AWNSO ro 1... TRACK aRACIQTO w F1100= AFFROVAL R!IX 2a PIPE THROUGH BOND BEAM 2 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS Di SCALE:3/4'•I'-0' Di SCALE: II/2'•I'-0' FIISERGLASS SHINGLES OVER W FELT PAPER OR FIBERGLABB 814INGLES SYNTHETIC PRODUCT, OVER OW FELT PAPER INSTALLED PER SECTION OR SYNTHETIC Rw5.L1 ON J' O.GJ5. PRODUCT, INSTALLED SHEATHING OR }' CDX PER SECTION RwbJJ PLYWOOD SECURED PER ON I}' OSJ5. SHEATHING FASTENER SCHEDULE OR Uj' CDX PLYWOOD 5/8' GYPSUM BOA SECURED PER OR 1/2' HIGH FASTENER SCHEDULE I' 0' STRENGTH CLG 7YP. BOARD REFERENCE MTL. DRIP EDGE O.H. STRUCTURAL 2x FASCIA PER ELEVATIONS SEE ENERGY CODE FORMS INSULATION R-VALUES E,J�PER �-EW3 TRM VENTED SOFFIT REFERENCE STRUCTURAL PRE ENG GABLE TRU88� MRL. DRIP EDGE ELEVATION WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER R-4.1 INSULATION ATTACHMENT VENTED SOFFIT STRUCTURAL DETAILS AS PER MANUFACTURES ��UNDOW SPECIFICATIONB --ro I I' REFERENCE STRUCTURAL Ix2 P.T. FURRING S IF!' THICK 2 COAT PORTLAND cmG° C RIPS a 24' OG. CEMENT RASTER APPLIED 1/2* GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK 2 COAT PORTLAND C " NT /— WOOD BABE DIRECTLY TORMASONIRY m. ° G n W/ WINDOW OPENING Z e�WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A �1—STORY HIP BLOCK WALL —STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'.I'-®' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, lU LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 2X4 OFF 24' OG. MAX SECURE W/ (2) 12d NAILS • EA. END 2x DLOCIGNG 15ETUEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER'3O FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJ.1 ON J' OSJ5. BTIFFBACK AT ALL UPRIGHT8 SWEAT14NG OR 8' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER m FASTENER SCHEDULE PRE-ENG UV. TRUSS TYR OtiL I`ITt.. DRIP EDGE i PER ELEVATION 2x FASCIA PER IF ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUE% INSULATION R-VALUES PER ELEVATION WEEP SCREED \ HIGH STRENGTH BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT WIND INSULATION PLASTER O MASONRY WINDOW ATTACHMENT AS PER PORTLAND CEMENT DIREC MANUFACTURES SPECIFICATIONS PLASTER APPLIED Ix2 P.T. FURRING ". R/ STRIP% • 24' O.C. 1/2, GYP. U.. BD. ' cm WOOD BASE RA IN. FLR _ 0'-0' FIN. FLR e' caMu a ea 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'.m' A N C N I T t C T 11 6 Grown 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdoeigngroup.00m AA #: 0003325 M R 0 R BVHDIV. 89 ILOT SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 11LODZU "2045-LANTANA" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. DA 09/30/20 BCAL=: 1/4"= f— 0" alfz=T kk D1 12!L 2Xi P.T. • CON" OF DOOR HEADER BECUIED W/ (1 1!2' X V J-Da.T W/ 4' MN EMDEDMONT W/ 2' X 2' X LOW WASHER 4 NUT am UV (2) 1,12' X 8' ANCHOR DOLTS UI/ 2• X 2' X VS' W40FER ' NUT SECURE 2X4 ON RAT TO I" ® W MASONRY NAILS, 7X0 GARAGE DOOR WOK SECUIIED UV (5) N' X W J-SOLT OR ANCHOR ® DOLTS. UV 4' M2d E'IOEDMENT, UV 2- X 2• X VS' WASHER 4 NUT. (1)UT14N 8' OF TOP, lU WITHN S' OR THE am ())EVENLY SPACED. ® R IF B 0 9 NOTES. ALL ANCHORS SHALL BE N ACCORDANCE TO MANIVAGTIAN!" INSTALLATION INSTRUCTIONS WHERE 2l1P.Y NATNRJITIa e M ArM r GARAGE DOOR T BUCK ATTACHMENT eaa, W.— LA 4 I'X4' OR VX2' P.T. NAILER IX4 P.T. OR 4)'♦'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK W/ %' TAPCONS T(MIN. SHANK SIZE .146 MIN, HEAD SIZE 300 MIN. EMBEDMENT I-Y4 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 49 DOOR JAMB TO BACK +3/4 OR +5/4 A TFLND01/ TO BLACK +3 4 OR +5 4 N. 2X4: m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHAWL SIZE .145 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OP EACH END 4 18' 0,C MAX SPACING. 2X6=m SECURE TO BLOCK W/2-V TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE JIM MR EMBEDMENT IY4) WITHIN W OF EACH END 4 8• Chu 19' O.C. MAX SPACING. 1S' DRYWALL 2)Mm 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-vo' OOR CUBING TAPCONS (MIN. SHANK SIZE J45 DOJAMO15 MIN. HEAD SIZE 300 ORPWIINDOW MIN. EMBEDMENT 149 WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. IV O.C. MAX SPACING. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) UT14N 8' OF EACH END 4 NOTE: STRUCTURAL 2X ID'Or- MAX SPACING MUST BE ON OUTSIDE 4 2X6 ® SECURED THROUGH SECURE BLOCK W/2-i(s' NON-STRUCTURAL V.. (MIN. MIN. SHANK SIZE J45 EMBEDMENT INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 G'ttJ MIN. EMBEDMENT I Y49 'DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. OR 1'X2' P.T. NAILER 2xocm �-X4- SECURE TO BLOCK W/2-%, Yo' OS.B. X 4' MIN. TAPOONS (MIN. SHANK SIZE .145 DOOR CASING MR HEAD SIZE 3" DOOR JAMB OR WINDOW N M. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS, O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK %r10C .1=11 TO BIACK +1 2X4=m SECURE TO BLOCK W/ Vo' TAPCONO (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 10' OZ. MAX SPACING. MUST BE ON OUTSIDE • 2X6m SECURED THIRD" SECURE TO BLOCK WR-%' NON-STRUCTURAL ' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I A') 8. CMU WITHIN 8' OF EACH END 4 K' DRYWALL IS' OZ. MAX SPACING. 2X84so ❑ i'X4' OR PXV P.T. NAILER SE�STO BLOCK W/2-IIb'(MIN. CUBING rOOR SHANK SIZE .145 MIN. HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. MS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y49 NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLOCK +2 1�4' n 11ILJD0W TO BLACK +1-1 " n 1/DUD01I TO BLACK +2 1X_ ALE: NTS. �' SCALE= NTS. 2X4: SECURE TO BLOCK W/' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END < NOTE: STRUCTURAL IX O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X18' SECURED THROUGH SECURE NON-STRUCTURAL SECURE TO BLOCK W/J-))(r'TAPCON MIN. I-Ys' (MIRTAPSHAONSNK lMM. SHANK SIZE J49 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT 1 Y49 • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. •X4. OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-Vo TAPCONS j DOOR GA61NG (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1,49 DOOR JAMB OR WINDOW WITHIN 8' OP EACH END 4 ATTACH TO 2X PER 18' O.C. MAX BPA_NG. MANUFACTURES DETAILS. w Am A4m ron,..,.r.mo Xao AV) DOOR JAMB TO BLACK +3" iL1 WINDOW TO BLACK +3" E= N.T.S. 2X4m SECURE TO BLOCK W/ TAFr," (MIN. SHANK SIZE J48 MIN HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X ]VOZ. MAX SPACING. MUST DE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL • TAPCCONS(MR SHANK SIZE TAPCCN MIN. 1-Y4 146 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' cm 8' OF EACH END 4 JS' DRYWALL WOG. MAX SPACING. OZ. 2X8=m I'X4' OR I•X2' P.T. NAILER SECURE TO BLOCK W/2-i(r' ND 2X SECURE TO TAPCONS(MN. SWANK SIZE STRUCTURAL MEMBER 145 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' OZ. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW US' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" 1TIND011 TO BLACK +3" ` SCALE, N.TS. 2X4m SECURE TO BLOCK W)Y4' TAPCO 4"K SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: GTRIICTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 18' OG, MAX SPACING. SECURED THROUGH 2X6mm NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 , CMRJ MIN. EMBEDMENT I )♦') 'DRYWALL WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR VX2'P.T. NAILER 2XSm SECURE TO BLOCK WA-114• 36' OSD. X 4' MIN. TAPOONS MWr SHRANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER IS, O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3-7/18" B BOOB TO BLACK +3-7/18' E: N.T . 2X4m SECURE TO BLOCK W/Y4 TAPO" (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X I6. O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2 m SECURED THROUGH SECURE TO BLOCK U!/I-I/4' NON-STRUCTURAL R1(4 TAPCONS TAPCON MIN. I-Y♦' (MR SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8' CM WITHINW OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING. El I'X4' OR VX2' P.T. NAILER 2X8m SECURE TO BLOCK Ul/I-V4' ' P.T. X 4' MIN. TAPCONS CA81NG (MIN. SHANK SfZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 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 V) DOOR JA1B TO BLACK +3 3/4' N K+ 3/ 4" H BGALE= RTS. F-A N C N I T N C Tt-1 G De ' Mn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AAA: 0003325 BIIIIII umm; SVENDIv. a LOT: SILVERADO LOT #8 BLK #15 [PROJECT# 03719.000-08151 IMtODEIA "2045—LANTANA" GARAGE BIVIMO: RIGHT PAGE: DETAILS 50 MPH EXP. Bj nM 9/30/20 /4"=1•-O" 2 PRODUCT APPROVAL LISTING -STANDARD 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 2027 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 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.9 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 1Z/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 1Z/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 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 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2027 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 22/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 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 1Z/31/2020 FL 15332-115 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FU115353-144 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FLg1S353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/32/2020 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 1S279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 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 1Z/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 1Z/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL S891A-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 30758.1-117 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-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/31/2020 A R C N I T C C T 8 6 Groupo- . 1441 N.RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-77"078 w W w.a bdealgngroup.com AA M: 0003328 9VHDM a. LOT SILVERADO LOT #8 BLK #15 1pRojmcT# 03719.000- 08151 MODEL: "2045-LANTANA" GARAGE 911E MG: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. F-PPA09/30/20 SCALE: 1/4"=1'-O" SHEET D3 PREFORMED CONTROL. JOINT R.AHM OF CONTROL JOINTS W WRED TIED TO LATH • S' Or— MAX (VEIlT.A NOTE, DO NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD 006% BEYOND EXCEPT STAPLES UY %, Lin MAY EE USED TO TEMP. SECURE CONTROL JOIN DURING INSTALLATION ----\ PA6TENER6 TO W SPACED—J • 7O.C. MAX VERTICALLY / i \ I' THI R3 COAT CEMENT UM LAYER Q. FORTPIBER BUILDING PAPER APPROVED METAL LATH FASTENED E1' TVERTJ Or- MAX AT SUPPORTS LLlm LAYER'(. STUCCO WRAP WOOD SHEATHMG LATH SMALL BE CONTMUOUD THROUGH JOINTS BUT ISE STOPPED TIED AT EACH BIDE. PER ASTM C4163 PRO'NDE 2X4 BLOCKING 1JVJA PLACED RAT MAX 6' TO e' FROM CONTROL JOINT WEN Now \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR i eTRJCTSSAL STUD STAPLES IN COMPLIAMON UV ASTM CW6S r 2. WRE TIES TO BE END. W OE41P WNW 3. BLOCKING SHOWN MAY BE IN ADDITIOy \ TO WALL STUDS REWIRED PER PLAN / O"P' TYPE CONTROL JOINT OLMOLD Noyp AR.A O LNOLD WIAIp.MR.A ® N. QEAN a Pr. 6 r�loL�o • N¢D:L APPROVED BUILDING UARAP SMALL W LAPPED A MINWAMM OF 4'"4' $W'ADIEPtM MEMBRANE L W • VERTICAL LAPS !ROLL PLASMM (COMPATIBLE W) MOIM! 7� ENDS) 4 6' • HORIZONTAL LAPS, WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P APPROVED HOUSE WR,4r WITH FOR, BER 6HEATHING TAPE \ R.ASHMYi 70 E)(I[ND ONTO PIPE / 1' OR LESS PIPE / \ PENETRATION // roll l.A'e ""Al LATH \\ NID OVERLAP am SUS Ole METAL LATH SELP-ADHERING MEMBRANE ����p I R.AiMMG STEP el Wft 91U000 I PLASTERrwim D COAT CEMENT •nN AP r METAL LATH Ulm LAYER 4. POP"mm Wm LAYER 9, PORTPIBER BUILDING PAPER \BUIN ILDG PAPERUM LATER -L / INSTALL PASTENERS !CLIPS. J WOOD SHEATHING 6TRAP6, STAPLES) AS REWIRED TO SECUREPIPE/ WIRE TO FRAMING 2 '\PAPER LAP SCALEr I VJ•.I'-O' KICKOUT DETAIL . O ; _ 6 o Nam, SIDE LAPS OF METAL PLASTER BA6E6 SMALL BE SECURED TO PRAMMG MEMBERS. THEY SHALL BE TIED WTM 0.0416-114. (L21-MN) WINE AT INTIEWAL6 NOT MOTE TFUW MY 1225-MMA AS PER A67M CW63 1,A, POR REPAIR OF TEARS N WPM LAYERS, TEAM MAY BE PATCHED W0I01385 IUR,AP TAPE PER MMANJP. SPEC. OR PEEL a STMCK WOOD SWEAT! BWLDI PARINI STUCCI PIPE N.T.S. 6'"b' SELP-ADMERMG MEMBRANE PLASHING (COMPATIBLE W) MOUSE USRAP MATERIAL) OVER 4W' SELP-ADMERIN MEMBRANE PLASHING OVER APPROVED MOUSE WE4MP. STEP 02 PLAMURIG 1aIV ricr" Ulm LAYER'b OTJOOO WRAP YRD LAYER 7, PORTIFIBER BULOMG PAPER METAL LATH 6*10' SELF-ADMORIN MEMBRANE R.ASNI% OVER 0.4' SELP-ADHERING MEMBRANE M AMIMG OVER APPROVED HOUSE WRAP. PLMMMG TO EXTEND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOWE~ AIR INFILTRATION BARRIER OVER 6MRATMI S ELAOTOM16RIC COATING OVER STUCCO/ G.V. PARISH !SEE TYP WALL SECTION) SECTION PER SECTION RTOL7 19ANr11s error use of"INIEYE Exterior pl d portlend EemAru peeler r "tl oanpry w91h the eppM-12 requlremeMa of ASTM C 1Y1B�12A. IrWallatlon of e"le"ar IeMng -d "arr" shell oornpIX with ASTM C 1063312A, Nil OF OrowNNARoe ® L.R,A 1. WOOD SHEATHING OR CMU PL LwAN•n.6 2.CIEAKePL6 ' �' WR5 LAYER II, aAAn • Fn. o STUCCO WRAP (FRAME ONLY) a clw�.w a R. C ♦ FOLD Pr. O oVm PI. • TILL IK.O Tollow" THICK, 3 COAT CEMENT PLASTER (FRAME),In' 2M) GOAT LEGEND CEMENT PLASTER (CMW *"m i METAL LATH (FRAME ONLY) r LAMP WR5 4 TRAP OVER DRAINAGE PLANE (WR5 REr —nw LAYER 01, STUCCO WRAP) bmcNALLrr. nQ ,• THICK, 3 COAT CEMENT z 5'X5' 'L' TYPE CONTINUOUS U:RB LAYER "2 (FORTIFIBER — — — — — — CC�r NM(CMU T GALV. METAL FLASHING LAYER BUILDING PAPER) (NAIL TO ROOF DECK, NOT UM LAYER PoRTPIBER tl) BUILDING PAPERneuUE wan. WALL SHEATHING) UM LATER-L //---- CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X STUCCO TRAP ULDIN wan / STUODO o nvvm,ew.P INSTALL WITH ROOF CEMENT LAP OVER NALNo R."Im wrap STUCCO Pit" OR OY oww"I ..., I"6Ww.L� i �I I ROOF CEMENT %—ROOF PER ELEVATIONS WOOD SHEATHING eArw MLAfNe I SELF—ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION 60LOWM1�AW '" R103.1.1 / ASTM C-641-09, MIN. 2.5 LBS. 6EtlLE IAloOPMI 1AT ' Now PER SQ. YARD (UTILITY OR NOMINAL cw DOOR, oHItAP T 1111011410141. Buwu A'-ATM� r '"""'°�""` L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) O" 5 N.T.S. A R C N I T R C T 8 Grou inn 441 N. RONALD R IEAAGAN BLN LONGWOOD,FL32750 PH: 407-7744078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 y a SVHDIV. AI: RAT SILVERADO LOT #8 BLK #15 PROJECT* 03719.000-08151 HODELA "2045—LANTANA" GARAGE 8TnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 14 DP"RINTA 09/30/20 SCALE: 1/4"-1'-0" EIfiEET Ilk. w Al BACKER ROD BACKER ROD WRB LAYER PI, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDE(S).AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 9E, I. MOTTOM. 2. SIDES. 3, TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROI'1 JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. J1 CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAerlor IaMINw erW olellbrim 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. t ;1w HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 92, FORTPIDER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING UM LAYER'(, STUCCO WRAP WRIS LAYER -2, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTICN —METAL LATH a' Cm VINYL CASMG DEAD W RAISED RAND V TO A' MID -WALL WRPT arsscn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH X—X—X—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R"103.1.1 / ASTM C-84l-OS, 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 t SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH'- -_1 F� PIPE THROUGH - WALL I 6' SELF ADHE6IVE- PLAS14NG (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LC A47 I V ICCI.0 I Y C STUCCO SCRATCH COAT s 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WREs LAYER 02, FORTIP15ER I5UILDING PAPER THICK, 3 COAT CEMENT Ya' TO Y&' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT /I THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UM LAYER $1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAW ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING LAYER'(, STUCCO WRAP LAYER R, FORTIFIBER BUILDING PAPER METATLL LATH C1"TRJCTICN p _FINIaH * WOOD FASTEN TO WOOD STRUCTURAL MEMBER • 1' OG. MAX a C"U K' TOJJ' M,n-mA, I uFEP 6�lD .t 6' WIDE STRIP SELF ;`•' ADHESIVE FLASHING, CLEAN 6 MASONRY BEFORE APPLYING V FINION • MA60NW @ 7 HORIZONTAL WEEP SCREED ( FRAME TO BLOCK) STEP 01 STEP #3 STEF #5 STEF #6 @)ELECTRICAL RECEPTACLE A R C M I T L C T 6 Groui,n 1"I N. RONALD REAGAi N BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003326 E 9 a aluBI) ae I.OT SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 MODEIe "2045-LANTANA" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. I A oa/so/20 CALE: 1/4"=1'-0" =T WA2 EXT. WOOD FRAMED WOOD 61-EAT14M WALL WRB LAYER 9, STUCCO WRAP SUB -FLOOR DECKING p WRB LAYER 4, FORTIFISER STRUCTION 15UILDNG PAPER PRE-ENG'D TRU88 AT CHANNEL JTHICK HAS R3 COAT CEMENT WEATHER TYPE 'X' DRYWALL DER 6' GAF. • TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARRIER 4 4' POSITIVE DRAM i' THICK 3 COAT CEMENY RIES D SHEATHING WEEP SCREED PLASTER METAL LATH UJRB LAYER 9, � STUCCO WRAtP -% - `�`.` WOOD SHEATHING i' THICK, 3 COAT CEMENT ` �` PLASTER _ b• BELF-ADHEREMG EBQ I FLASHING WRAPPED r • TOP OF WEEP SCREED TO SHEATHING BELOW r WRIS �STUCC.OWRAP 4' POSITIVE DRAM r,CRP SCREED a a ` i �� ' — i W=��/ RS LAYER 02, FORTIFISER NO GAP IN FIELD i m I BUILDING PAPER (SHOWN FOR CLARIFICATION OF _. ... .. SEPARATE ACCESSORIES ONLY) 6- SELF-ADHEREING URB LAYER 9, `- FLASHING WRAPPED STUCCO WRAP �± • CORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO AM66-UFWC-T80 1 Y . user Sr_sx"en CUSTOM CASING BEAD - —_ NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. @ CANT. SCALE, I I/2'•I'-®' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-54-1-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION6) 3/4 RESILIENT HAT CHANNEL S/B- TYPE 'X' DRYWALL W/TEXTURED s PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION UYTBXTURED s PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASNG BEAD WOOD CONSTRUCTION AEATHER RESISTIVE BARRIER 9 •WEATHER RESISTIVE BARRIER "2 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xI2 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON .WEATHER RESISTIVE BARRIER -1 -WEATHER RESISTIVE BARRIER 4 i' TNICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL I' THICK, 3 COAT CEME PLASTER vINYr �,._ ffo wr:a 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO SELF-ADHESIVE FLASHING FINISH LAYER (2 LAYER PEEL 4 STICK)-\ 6' PEEL STICK • DRI EDGE TO DECK I )1'XI V P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PRooFNG Ist , LAYER (2 LAYER PEEL s STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL s STICK • DRIP EDGE TO DECK-� Ya' GAP FOR BACKE_Ig/ ROD s SEALANT FINISH LAYER (2 LAYER PEEL s STICK) 3/4 RESILIENT HAT CHANNEL I S/S' TYPE 'X' DRYWALL W/TEXTURED s PAINTED FINISH i- THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX Ys' GAP FOR BACKER ROD • SEALANT VINYL CASING BEAD UJEAT14ER RESISTIVE BARRIER 9 WEATHER RESISTIVE -m.a�w BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP r1EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)S' MM. SPACE PROM DRIP FACE TO TREX Y1NYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF _ , _ , _ , _ . _ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x-x-x-X EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING fir. • "I' O.G. MAX. N WRB LAYER 01, STUCCO WRAP z WOOD SHEATHING METAL LATH WRB LAYER "2, FORTIRBER BUILDING PAPER (1'4 A CORNER BEAD ® FRAME lz21/2'k �r CORNER BEAD (FASTENER t SPACING • 1' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ ,� 7�\CORNER BEAD � BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 WEAR RESISTIVE BARRIER 4 6- SAP. \ �Q PEEL 4 STI X I )Wx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT UP X 3' 26 GA. GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET N PULL BED OF ROD s SEALANT SEALANT,& MN. SPACE FROM DRIP PACE TO TRW WEATHER RESISTIVE VINYL CAKING DEAD BARRIER -1 WEATHER RESISTIVE WATER PROOPf 4t BARRIER 4 LAYER (2 LAYER PEEL •'" EXTERIOR COLUMN I STICK) COLUMN SHEATHING PEEL s STICK 6' SAP' I )Vx3' 'L' FLASHING S FLOOR FULLY EMBEDDED N ROOF CEMENT UP X 3- 26 GA GALV. METAL DRIP EDGE .... "...- .._-..-....-.. SET N FULL BED OF WOOD SHEATHING UQB LAYER 9, STUCCO WRAP WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL S/S' TYPE 'X' DRYWALL W/TEXTURED s PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ,' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINTL GOIBNER eEnD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD -!/ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION (1)COLUMN (W/"T." PT.ACT-TTATI'C1 WR8 LAYER 02, FORTIFISER BUILDING PAPER--, METAL LATH J' THICK 3 COAT CEMENT PLASTER &'SELF-ADNERING— FLASHING WINDOW FLANGE WRB LAY BUILDING METAL L� J' THICK, PLASTER &'SELF-, FLASHINI DRIP G, WINDOW , 15B CASING BEAD ® WINDOW (FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, l STUCCO WRAP 1 WRB LAYER 02, FORTIF15ER BUILDING PAPER P f—r— METAL LATH (EXPLODED ii' THICK, 3 GOAT CEMENT `VIEW FOR PLASTER CLARITY) T LONGWOOD, FL327W r PH: 407-7744078 FAX: 407-7744078 www.abdoslgngroup.com AA a): 0003325 �annn. 8tYBDIV. Ae LOT SILVERADO LOT ##8 BLK ##15 PROJECT# 03719.000-08151 MODELN "2045-LANTANA" GARAGE 811110 TG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. D TE 09/30/20 acALE: 1/4"=1'-0" 9FIEET WA3 WOOD SHEATHING METAL LATH --l" J' THICK 3 COAT CEMENT PLASTER (v'SELF-A014ERING--- FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 9, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER *2, FORTIF15ER BUILDING PAPER METAL LATH J" THICK, 3 COAT CEMENT PLASTER WRIS LAYER 02, FORTIFISER EtUiLD�Nfs PAPER METAL\LATH THICK3 C\.OAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER *1, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD THIC3 COAT CEMENT - �' THICK, 3 COAT CEMENT - GASWG BEAD K, PLASTER IX TRIM MEMBER TO TRIM METAL LATH ' � SEALANT PLASTER ' / • STUCCO TO ; METAL LATH SIDING TRANSITION WRIS LAYER 4, FORTIFISER BUILDING PAPER SIDING UIOOD BHEATHMG I WINDOW FRAME /f _ WRB LAYER P FORTIFIBER WRB LAYER 9, WRB LAYER 9, i-- BUILDING PAPER STUCCO WRAP STUCCO WRAP I � E-Z BEAD VINYL GASINCs (W/%' FLEXIBLE PVC BACKER ROD) CASING BEAD 6' SELF-ADHEREING I FLASHING OR PEEL 4 STICK SIDING TO STUCCO WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING 18 CASING BEAD MEMBER (CROSS SECTION) 6* SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING WOOD �wN MEMBER DETAIL BELOW EXPLODED wycw WOOD NRATNNG FOR CLARITY UEATiRR RESISTIVE BARREN M ER REeMTiVE _____________________________________________ ' BARRIER I am \\ V OLP-ADN[1lNG I °� THICK 3 GOAT CEMENT FLASNNb s T11 4ER ER 1BF-SIeTIVE ,%V4' GAP TYP STARTER STRIP \\� ' TER WHOTIVE CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH I I \\ �. r'eevADNERwNa 1652m OR I _ / RASHN6 diALVD METAL \ C eN I WRB LAYER *2, FORTIFIBER METAL rRAeNNo I BUILDING PAPER i , x �°M \ ` I WINDOW FRAME WOOD SHEATHING � /T�Hw \01YbOxD*TItlFI�R i I \AL GAP UC.AULKBWG - - - ' - - ' OR APPROVED SHALANT , I SIDING TO STUCCO WRB LAYER 01, ® BLOCK TO FRAME I STUCCO WRAP 9 TRANSITION I I 6' WIDE PEEL / STICK OVER FLANGE WINDOW FLANGE WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UJRB LATER *1, BROOD CONSTRICTION STUCCO WRAP WOODTW— �ERPM*rVg- - D�AARI—IER 7�1eTIVE WRB LAYER 02, FORTIFIBER 3(k'xRTxk-610- 5UILDING PAPER � RNO- METAL LATH STARIERSTIw— (EXPLODED " THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD 0D RAISED 817A��SCALE:BAND (FRAME) 1 1/2' =1' -0' I 3 I j • 1l M ckAcr--m Roo; *RA"RNG \ j I I MASHING ILAW41NMGAP 3 \\` • TNI IRASRR \ OR AM-11110YED SEA DER IMBESISTIVE \ ...11 T �eleTlVE WEATWIER BARRIER IRBEeIeTIVE %l � � BACKM ROD) SIDING TO STUCCO -AnAT ��1—lve BAIFJ® FRAME TO FRAME 19 TRANSITION RESISTIVE IRE"TIVC / \ E-Z BEAD VINYL CASING 2X FRAMING —/ (Wl%' FLEXIBLE PVC BACKER ROD) I MEMBER v I -APPLY FULL BED OF SEALANT BETWEEN / BUILDING FLANGE 4 BUILDING WRAP WRAP �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — A R C N I T R C T N Group'n 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-60784.4 FAX: 407-77078 www.abdoeigngroup.com AA #: 0003326 b h F a evsaiv ae L,OT: SILVERADO LOT #8 BLK #15 PROJECT# 03719, 000-08151 )MODEL& "2045-LANTANA" GARAGE 87RNO: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DA 09/30/20 SCALE: 1/4"=1'—O" 8I'IEET WA4 AFPRDVED HCU19 W oym SHEATHING ovER w em WALL STEP 1 EXTEND O R.ASNMN P �( BELOW SILL \J/` FLEXIBLE PLASHING DO NOT SEAL IRIOTT0M FIN STEP 6 TEMPGRAmLY POLD-UP / SEC HGBEIRAP (O TUCK FLAP LFO AL HEAD POLD HOLBNL IN AT JAMBS 1 SLOPE GILL R INSTALL Y SELF-ADFRRIIG PLASHING OVM VINYL HEAD PLASHING MATH END DAMS) NAILING PLANGE I SELF-O SELP-A G 11 MIN PLASHING I' MIN BEYOND JAMS FLASHING INSTALL VINYL DRIP CAP ALIGN PLAeFIMG liv INT. Rpm op OLL R.O. 4 PA07lN FAMED soda& (CAP NAILS, eTAPL M INSTALL DUPONT PLEXWRAP AS TF ILASNING AT THE POLO HGEE4QAP DOW N TAPE OIAGCINAL CUT A ACROSS HEAD OF ANDON INSTALL •' ADE ADHESIVE BAGGED PLOCIBLE R.A014M MATMAL OVER OMP OAP JOTS (NPIDTECM-AWP BT-700G, a SWIV) STEP 7 '``I-k�o STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS I. IT IS THE CONTACTORS IIESPOWISILTY TO VERIFY THE 00PIPATIBILIT7 OF ALL PROOLICM INCWOING WOUSBLRM, SEALANTS N SELF -ADHERING K ASNM6 MATMALS USED pNICIVG CONSTW0TI0K 7. INSTALL ALL MATER IALe FM t~ACTUP ERS UFAMEI SPECIFICATICM SEALANTS MAY REACT ADVERSELY P NOT CG'PATIMA GLIEM AND REAL JAM- TO SILL JOINTS WITH DOW IM FOLLOWING COMPLETION OP EXTERIOR RETROFIT WORK POPAIR SCHEME SHOUTS SHALL BE IMPLEMENTED AT ALL WMDOIUD UST14 EVIDENCE OF WATER INTRISION BELOW THE WINDOW OPENING SEAL MTEMOR PERIMETER OF WINDOW WITH SEALANT A I B IT 16 T _?"I PH: 407.7748078 FAX: 407-774�078 www.abdealgngroup.com AAA: 0003346 yU sF C 9VHDIV. Ae LOT: SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 MODEL: "2045-LANTANA" GARAGE BV7NG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. IOCT D TE 09/30/ 00 SCALE: 1/4"=1'-0" SHEET WA5 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1,1 I� -1/6' TEXTURED I FINISH s WOOD I �� 1/2' TEXTURED FINISH * CMU METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X( SUB BAND ONLY ®ELEV)4TIQN ©PL/4N A Va' TEXTURED RN16W • WOOD, 1/2' TEXTURED FNISH • 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 x x x x x x U@B LAYER h, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x xb. — U'28 LAYER 02, FORTIFIBER 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 %�"`-!. FRAME OR CMU 2X6 SUB BAND � ROOF-NocEnENT %% % X X X x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT I V METAL laac OUT x x x X x ONLY FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) �— '1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH * CMU 'N-,! 2x6 SUB -BAND W/I'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-5' O.G. MAX. 2x SUB -BAND Wl%'x4' NOTCH * END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KIC K—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U2'x4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A A e N II T 1 6 T• Grow . 141 N. RONALD REAGAN BU LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F a M UDDIV. Be Lo SILVERADO LOT #8 BLK #15 PROJECT* 03719.000-08151 MODELS "2045-LANTANA" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. D A= 09/30/20 SCALE: 1/4"=l'—O" BIiEET WA6 TOP OF SLAB — — — — — — r TE 1 I_ � TE 1 — — — IF2-24X24 F2-24X24 r FM-6X78 1 %. 3 1 I'7 Y 1.1 r a ILL 4' CONC. i SLAB I if r 1.1 -31/2* r� I ( �r r �I i m r 4'-4' W-2'4'PVC f, j�CHASE r� rr I r rr I io r rr I rr " I rr ,., � rr rr rr I r� __ .. TOP OF _0'-01� Sri r i SLAB f f �c O I irr a z v ;; I c4'i fl f i IX II 1" PVC CHASE FOR ELEC. 0 i g ( ISLAND i II I o - o rr '7 r� i rr r u' 23-6' r r 16'-6' (y 4 1 I � TE-1 EXTEND _ - �7 I SLAB 1 1/2" I 4 FI TE-1 J N — — — TE 1J e I .2-3, 4' 10" 5' 4• 1.1 6, 8. 7I +3112" � EXTENDSLAB m I "FM�-16XI8 1 1/2'14CONC. rolSw al-3 ayI 1/2* iv b7 0 ,� ro 1.1 vJi 1.1 I 4" 5 2" 4 I w I 'I TE-1 LLi r r a I� 1 1 F2-24X24 51/2" FM-16X18 — — J VFMC-i6X18 FM-16X18 FMC-16X18Nj — FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-U-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-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. 1113INDICATES #5 BAR, I'SINDICATES #6 BAR,MNDICATES #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,OD0 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 16. 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.1.630-131ASCE 5-13, USING: F'm = 2,000 PSI, TYPE'M" OR'S' MORTAR, ASTM 0476 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, Sth EDITION DOWEL LEGEND © S'x8' MASONRY COLUMN W/ (2) "S'S ARE DESIGNED TO CE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SNOW W/ 9 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 8x8 W 1..1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16' CONTINUOUS 18, - (2) #5's - (.)a-O, FMC-16xl8 16' CONTINUOUS 18- - 2 #5 #51N CURB VARIES F-24x24 24' 24' 12' s # (+)O'-0' TE-1 8' SEE PLAN 8- - 1 # # 001.01 F7-30X30 30' 30' 12' (3) #VS 3 # s (.)0•.8• F1-42X42 42' 42' 12' (3) #5'S 3 #Ss F2-24X24 24" 24' 12' (2) #5'S s . 1'-p• FOUNDATION PLAN SCALE: 1/4' = 1'-O' A N C N I T E C T Group0�. 141 N. RONALD REAGAN BL1 LONOWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.00m AA #: 0003325 svHDIV as Lr01`. SILVERADO LOT #8 BLK #15 PItoJSCT* 03719.000-08151 moDEL.• "2045-LOTANA" GARAGE 1111I1IING: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXP. PDw 09/30/20 sCAL.E: 1/4"=1'-0" SHEET S1 30' MIN. EACH WAY MONOLITHIC FOOTING yy > STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED •• CELL SEE PLAN FOR SIZE AND d a � CELL SEE PLAN FOR SIZE AND SPACING ° v 0- SPACING REQUIREMENTS REQUIREMENTS e. am W I �Q - ram. GARAGE DOOR RECESS W. ¢� <r FM O 2 to 2 8' CMU WALL O 8' CMU WALL I � � CORNER BARS, SAME SIZE AS LARGER BAR N 8• w O ro — Z fO — I IN FOUNDATION WITH 30' LEG EACH lwjl = +p-p• r 0'-0'-d WAY AT ALL CHANGES IN DIRECTIONS US N TOP OF SLAB '~ TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS ... + SEE SLAB SCHEDULE -VARIES MATCH AMOUNT OF CONTINUOUS BARS I MASONRY EXTW" PORCH SLAB < L W/ 1/2' IS BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) #3 18' AB - SEE SLAB SCHEDULE= TOP OF GARAGE 4' CHAMFER -STORY) I•I' "' o. CONTINUOUS STEEL MONOLITHIC � • FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET r' AT ELEV: b• JOINT (WHERE � � 6' CHAMFER (2-STORY) #4 24' Wl�/2•�SOLARCH g ON (I �� e' CHAMFER (2-STORY) 0'-0• APPLICABLE) z SEE SCHEDULE !k5 30' JOINT (WHERE -. • a EE SCHEDULE f FOR WXD, BAR SIZE APPLICABLE) Z 4 FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING iv #6 36' AND BAR QUANTITY � ry AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO yT 42' EXTERIOR MONO -FOOTING �\YEXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4'a1'.0' L @ GARAGE SCALE: 3/4•=V-0' CORNER BARS DETAIL DOOR OPENING 3 4 SCALE: 3/4'=i'-0' SCALE: 3�4'=1'-0' LAP TOP PLATE A MIN, OF 48' -- LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 1 COMMON AND NAIL W/ COMMON NAILS, 2-ROWS, 4' BTM. VERIFY HEIGHT , \_ VERIFY HEIGHT NAILS, 2-ROWS, 4' BTM. S, ER OF WALL W/ PLAN LAP TO OCCUR OVER STUD ER OF WALL W/ PLAN LAP TO OCCUR OVER STUD w 200R 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE > N NEW REINF. BAR 9PACING. SINGLE BTM. PLATE 1/2'x8' WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO CAPPED a EPDXY. MIN. EMBED PLATE EPDXY S1/2' EMBED. MIN. ®18' OC SLAB W/10d MASONRY GALVANIZED PIPE G Q 8', LINO SIMPSON SPH4 OR SPHB MAX NAIL 16' O/C STAGGERED. ADDITIONAL METAL W/FLANGE a BASE 6 FOLLOW ALL MANF. SPECIFICATIONS FOR BTM AND TOP PLATE ,8 CONNECTORS NOT c N Q = m USE AND ANCHORS W/ 10d x 1 1l2' COMMON NAIL FILL ALL REQUIRED WHEN NO PREPARATION OF U HOLES, DO NOT USE tOd w 0) UPLIFT IS PRESENT. w Z ¢ HOLE. x 3' ¢ EE SLAB SCHEDULE ¢ SEE SLAB SCHEDULE SECURE FLANGE TO Q Q SLAB W/(4) 1/4' X 2 1/4' CONS Q SLAB TOP-0' OF SLAB 4' CHAMFER (1STORY) °-���•. ' �` - . =° 4 - 6' CHAMFER (2-STORY) - EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL o INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 c MONOLITHIC FOUNDATION SCALE:34'=1'-0' SCALE: 3/4'a1'-0' (NO UPLIFT) SCALE:34'=1'0' V SCALE:34'=1'-0' (W/UPLIFT) LAP TOP PLATE A MIN, OF 48' AND NAIL W/ IOd COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 20 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE G BTM. PLATE TO BE PT, SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL Il OT PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ¢ C G w ADDITIONAL METAL m U CONNECTORS NOT REQUIRED WHEN ¢ t'n T. UPLIFT IS PRESENT. U 8' CMU WALL 8' VARIES 6' Z POURED LINTEL CONT. (TYP.) 'gip.. 8- CMU FILLED CELL (TYP.) 3• 3' TOP OF SLAB IF—FOR SEE SLAB SCHEDULE 2X WALL FRAMING a-0' TOPOF SLABa• Z SEE SLAB SCHEDULE • 1/2' DIA. SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO C •.. LATED• COLUMN PAD I}.�NTERED GROUTED CELL, 4- FROM ENDS AND < m UNDER WALL AND 18. O.C. VERTICALLY MAX °•y MONOLITHICALLY WITH �L 3URED LLL NDATION AND SLAB SEE SCHEDULE ULEI'I"CONT _FOR WxD, BAR SIZE R SIZE AND BAR QUANTITY I ✓ AND BAR QUANTITY SHOWER RECESS FOOTER FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIGWALL TO 12 SCALE: V=V-0' E_`�INTIERMIOR y''=''-°' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION loll SCALE:-4'=1'-0' 1 SCALE: 3/4'=1'-0' A R 0 B I T R C T R Group 1441 N. RONALD REAGAN 910 LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdealgngroap,w AA 0: 0003325 munDm at LOT: SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 MODEL: "2045-LANTANA° GARAGE ElfMC: RIGHT PAGE: DETAILS 50 MPH EXP. DOWEL PLAN SCALE: 1/4' = P-0' A R 4 N I T 1 C T 8 4 GF%ft 41 N. RONALD REAAG"AN BU LONGWOOD, FL32750 PH:407-774-6078 FAX-407-7744078 www.abdosigngroup.com AA N: 0003325 1lVHDM 1e LOT SILVERADO LOT ##8 BLK ##15 PROJECT# 03719.000- 08151 MODML: "2045-UNTANA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 50 MPH EXP. RINT DATIM 09/30/20 DCALE: 1/4"=1'-0" SHEET S1.2 N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK -GROUTEDBONDBEAM Q CLEAN OUT REQUIRED 0d FOR INSPECTION "J N 1 0'-0' FIN. FLR. •a TIE ERTICAL REBAR . • TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA. v,'yI�`.- _Z W #3 18' >O #4 24' U #5 30' #6 38' #T 42' HORIZONTAUVERTICAL %, REINFORCING SCALE: 314'=1'-O' 8'x8' MASONRY COLUMN W/ (2) #51S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN W/ #5 .. ❑ © m DOWEL IN FOUNDATION. DOUBLE FILLED CELL lll* SCALE: 3/4'=1'-0' A Z N OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18' METHOD #4 24' HORIZONTAL/VERTICAL #5 30' REINFORCING 42. � SCALE: ' #5 BARS FE-I a l 41 1'-0" FF o k i 0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A RCR IT&CTi LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 J ',anon; aUBDM ea IAT: SILVERADO LOT #8 BLK #15 PROJECT* 03719.000- 08151 MODEL' "2045-LANTANA" OARAOE aTIINO: RIGHT PACE: DETAILS 50 MPH EXP. 07 Dw 09/30/20 aCA=: 1/4"=V-0" sIdEET S1.2A w---------------- ---------------------------------t----�� 1 t 1 ♦♦♦ 8F18-1T/OM/1B 10'-2" 8F16-1T/OM/18 8F164 8F16-1T/OM/OB , 13'-6' 6/OM/OB 4'-6" ; 1 n 1 m ♦♦ 1 1 ♦♦ 0 1 Q ♦♦ 1 AH7T I 1 1 m 8F16-1T/0IWOB ♦ 8F16-1T/OM/GB I 1 4'-6- ♦ 101-6" 1 0 1 I ♦ � 1 1 ♦♦ ♦ I t ~� ♦♦ 1 OS I 1 1 ♦ 1 1 ♦♦ 1 J ♦♦Y i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 $ 1 1 1 1 1 c0 1 1 1 1 1 1 1 U.N.O. PROVIDE BB7 WHERE ROOF TRUSSES BEAR ON TOP OF WALL t 1 1 EL. 9'1r 1 1 1 1 t 1 t 1 1 1 1 8 1 io� t ~a ' 1 1b I k ♦ ♦♦♦♦ m 1 i t ♦ ' ♦♦♦ 1 ♦♦ i ♦♦ ♦♦ t j ♦♦♦ ♦L 1 1 % - - J 1 1 I � 1 1 ♦ 1 l j t 1 t 1 1 1 8RF8-1f/OM/OB 1 t 1 1 S.- 0" ; t 1 1♦ ♦♦♦v op 1 1 1 j 1 1 1 t t 1 1 1 1 t 1 1 1 1 1 1 CH6 ♦ 1 - �- - 1 1 - •� 1 1 ♦♦ 4 10 1 1 1 1 ♦♦ 1 8F16-1T/OM/0B 1 1 1 1 6'-10° ♦ 1 1 8F361 T/OM/1B 1 1 1 1 ��------------------ 1 LIFT BEAM PLAN SCALE: 1/4' - V-0' GENEML NOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 8% ECRIM, MI7 REBDENTML SECTIONS PA022&RIDS. 2 FUO BUILDING CODE, Ili EDIRONL W17 WILDING, SECTIONS 1WI 2&2107. 1.3 BUla4 DC CODE FEOAARENEWS FOR RENFORCEO CONCRETE (ACI 31" 1A BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STFIICTURES(ACI _13 &ACI b9D.1.19j 1S AMERMANSOCIETV OFCM.ENGWEEAS MNIMUA DE6KM1 LOA0.3 FOR BU&DIN45 AID OTHER 9TRUCriMEe (AaCE ]-10). 2J CONCRETE: 2.1 CONCRETE COM PRESSIVE STRENGTH AT MDAYS: 2.1.1 PRECAST WI6TANDND REN4R7RCEMEMJ000 P81 MIN. 2A PRE-C PERASESTRESSREINFORCEMENWA PSI 2.1.9 OIWUT PER ASTM C4]8. 3000 P81 W/ Mp%. 3/b' AGGREGATE, 8' T011' SLMW. 22 REINFORCING BAPS: 22.1 STEEL RACED W AND KNOCKOUT f OUT BLOCK T TIME OF D IN FIATDNA3TM IS ( (GRADE 60) 222 STEEL IN LINTEL ANDIU-IOCKOl1i BLOCK (RACED IN FIELD)/5TM MIS (GRADE A0). 2.3 PREBTRESB BTRAN08 ASTM M1I ]-YARE, BTRE98 RELIEVED M K6 2A DETAIL REINFORCEMENTS ACCORDANCE COW WRH ALI31b. 2A CONCREEPERASMTpN38HALL COMPLY W(M ACI STANDARDS. 2.8 ONR WIRE PER AbTM M98 MASONRY 3.1 CONCRETE MASONRY MPR S IW SHILL CONFORM TO ASTM C-M, NORMAL WEIGHT WRH MORTAR NET AREA FORM TO 1VE STRENGTH -M- 81. 32 MORTAR TA "DWS CONFORM REMIMWFIE G2]D TYPE 'M'OR'e' 3A FULL MORTAR AGGREGATE MITE PAE REO DIMPR 9.6 BE LEWT AN FMA PSI. CASONRY STRENGTH E STRENGTH SHH OF ALL SE EU AND BLISWD BY THE NOT BE LENS THAN MOD PSI. MASONRY STRENGTH SMLL BE ESTABLISHED E THE 9x41T STRENGTH METHOD' OR, ALTERMTIVELV, BY THE'PPoSM TEST METHOD' WHERE USL1 FEOUIREMENTB MVE NOTBEEN MET. 416T1 WELL: 4.1 SAFELOABLESE VALUES AR OF4' ED MR RMIDLSMVING ABEEING OFB'(WITH W17R OMLIM DE ACCEPTABLE BEARING OFd' PER FLORIDA BUEM CODE , M 7 MUDI, S. S CTIM 21-1 SECTNINRBOIa.90RASED ON RATDNA TAGS 8I AEDITION, PER I316Aa, SECTION 21w.1 42 OESI AD VA EVALUATE ON MTgRATED LOADS MO T POT AC1 LOAD TA LE SM 4.3 DESIGNER MAY EVALUATE CONCENTRATED O ED LOADS FRAM THE SAFE LOAD TABLES BY CALCULATING MAKIMIR RESISTING MOMENT AND STEM AT 8 DISTANCE AWAY FROM THE FACE OF TIE SUPPORT. 4.4 FOR IM OfIENGTH ATI'd'ORGREA IS RVERTDAATCELL ACH END ND FTH WITH GROUTAND MINIMUM ONE A IS VERTICAL THAN 1 IS PO SPAT EACH ENCRO THE LINTEL, IS LINTELS TMTARE GREATER THAN Ii DAYS SAEMSPE MUST BE PROVIDED TEMPORARY BLPPORT, NOT BE REMOVED UNTL 2 DAYS AFTER GROIR PLACEMENT. 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/ (8I 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: 91MPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). & 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER AOCTUATED FASTENER, ZF 72 PBS36, .1T7' - x 27/8' LONG, WITH WASHER 0 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. HEADER SCHEDULE MARK SIZE & DES MP`n N REMARK O7 (2) 2X12 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 AD (PSI) SIZE WkH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8'X8' (1)a& GROUTEDSOLID GRAVITY & UPLIFT SAFE LOADS PLF) 8'XB" RECESS DOOR HEAD�R GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12' RECESS DOOR HEADER 1NR rro" °M Woivmr WniuMr "w oll a"mr '01n vID "Iaumr m0s.sw"E MN mwlwRE MM s9ar� m w.OWIRE (aM.a MIX-E (4- m mw.IwmE m_ i- P.- mms- mM xav Y-s• mw."MRE la No.a ,a9] 1- 1. mw.s W+RE la1 M. RREwaT mw.IWRE mM.a ISM mw_ mM mw Ili. (Z.S MIX -RE mM. m w.swlRE mM.s md.swRB mM.a Pr PREueT mw.SWWE mM.a Sa Ni mD0.0WWE 0Ma mw.s Wlu mM.a mw.9wGE 0.1 GRAVITY & UPLIFT SAFE LOADS (PLF) 8'x16' RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) WX32' RECESS DOOR HEADER ry e.R rr ,� mUNr "auon "�` "mumr m mr ",UnIL "0N; MU(I)L P�n1aR oslmm ar zr PRECA9r mwswRE mM.s �a9o9 rr :r za• PPFGSr mwswRE Iz,M RREu&r mw.e wE>E mM. MO4.5WIRE MM. Imm 1mm PREGMi mwlWwE la M. Oo90 ea01 vREG9T mw.sWRE mM. 0009 PRIwr mwswxlE mM. Man ra0 Imn Imlvar MIXITRE mM aw vo9s ,am9 m."WIRE mM, TOM 9aN nr a• OREGEi mw.s WIRE mM 11N 19m9 -1 - cur mwsware mM.a b,a9 aM9 a.aa sr r mw.s WIRE mM.9 G,I ,oao9 �* mw.Iwala M.4 aar0 afro am r mw.swu,F RIMA .19a mw.IwIRI Ia M.a er mw.ssWRE mM., aNa ] mwswEaE mM.a mw.svnRE mM.. "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8' PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 0-4-OR, SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUB areas M1a- W1� 0 eF24p PR M V" TYPE LENGTH 6U8 We RCMU TYPE LENGTH e1a1r war eF,a'rc Won eF+stt Wa4r matt WANU ello4tt &Fear aFae.Ir rim aFaatt moo Y- r (42') PRECAST 2231 74• (42� PRECAST 1026 1021 1W6 a'4• (42h PRECAST mm ]Tee m4 4m lap pa 7991 ,m ape apt 4m 4m eta: 7M 4'4' (4r) PRECAST NOBS 4%V (4S) PRECAST TO •M3 1300 r-0' (4r) PFffCAST tap pee 301D 3M 4m am FP 1m p31 mm ans 4em pm em V- r (64-) PRECAST INS 4'4' (6'a') PRECAST 6B2 W7 1073 4'4' (541 PRECAST m am 2m7 am 4m 4111 M tm7 am VW 3M 4m 4HI me S-4' (641 PRECAST 1217 S•1' 1649 PRECAST 411 111 746 S�' (84� PRECAB'T 107e try m 2m 391a 3011 4m Ape 1715 2M 2m 3M apt 4m V-10' M PRECAST ION 6-to• (YO') PRECAST 3W $30 616 F-1W (M PRECAST m am 319 ape stag m t007 2m M 3107 3m 4133 S4' (769 PRECAST 906 Nr4r (M PRECAST N7 721 400 s4• Per) PRECAST m , pp apt MIS Um tm %'a 2m apt 37tl r4• (00') PRECAST 743 r4' On PRECAST 421 684 ees r4• (o0r) PREGBT Tar , , my am ra /214 1m am alp 2m am (1121 PRECAST 664 V•4'. (11r) PRECAST 320 512 230 Ste' (112') PRECAST W1 m 11 ,47 14 21W 2080 aa, m 1340 tm IM m4 WO 10'4• (126) PRECAST ITS 10b' (12r) PRECAST 284 401 180 '1S4r (12r) PRECAST m eri na t t amm m m ttp Nina IM 2m 231e 114- (136T PRECAST 3W 11'�4' (1367 PRECAST 2N 462 164 114• (186� F44ECA6'T u4 IN m RW 151 17m 484 m W2 1m Ilia" 21a/ 1" (144') PRECAST 337 12'-0' (1M� PRECAST 2M 402 137 12'-0' (144� PRECAST 470 400 rat m 11 1 Im 470 m m tap m, 2m 17.4' (,60) PRECAST 20 1 W-C (160") PRECAST 217 324 Ho 17�' (1Wn PRECAST 410 m eW m m II M. 40 40 M Ito 141 I tp7 10-V (10r1 PRECAST 279 1#4• (166) PRECAST 205 203 100 1r4r (IW) PRECAST m m m 724 m tm "T tom 1 I Im 14'-N (tTr PR661 N.P 11-W (176') P NA 204 91 14'4r (176') PRESTRESSED m m V2 m m 1 m 7a 11N 17a4184' (184� PREBIRESS® N.R. 1S•4' (1841 P N.R. 2W 83 ISW (1841 PRESTRESSED m aN m m m nt 1 t Iep1r4' (2967 PRESY NR 1r-C 12N9 P N.R. 194 64 1r-C (20S') PREST E1422"mQ4 4p m p1 740 m 1 m 1271 m t47a194' (287) P N.R 1S4' Mn PRESTRE� NR 148 62 19W PM PRESTRESSED m m w7 m 6N Kt e47 w /m21'-C (2') PRESI N.R 21'-C (266') PRESTRESSED N.R. 125 42 21L4' (268) PRESTRESED IQ >D mr m m m 4m rn m m m mm 2r-W (264*) PRESTRE88ED N.R. 2T-0r (26t� PRETITREESED N.R 116 40 2Z-V (W4') PREB RESEED pr IW m am 4ea m m IV t24 m to m fW 31a a42 m 4N m m m m 2V4' (A7 PRESTO N.R. 2r-0' Mn PRESTRESSEDN.R 91 93 2P4' Mn PRESTRESSED tat m m m m 7e7 m 129 m 410 04 m 1m =1 (0) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (4) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'BAPE LOAD TASUEES' BY CASTCRETE MAY 2016 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO SE INSTALLED PER MANUFACTURES SPEGFICATTaNS - PROVIDE MINMUM r OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 00m000 vtm0000® It�tt��lt�ll�1101® m TIT'... J Its IQ! 11� 10I® mm�OR1��0', Imt00iL�11�1�6Eu' tt�att�tt�tt�ooty m®�m�00 0momo �m�00�0 O��ODmO ommo©�!�! 0�0©��0 ODmmOR00 0�00®DO ODmmm00 00m0��0 ®Ommm�O 0�00m®0 ©�m0m�0 OII000�m0 ©DODO©© ��I0mmm0 0©O©ODD �III�IRu7mlt��m DDDODRO� 00�0®m0 0©DO©0�1♦ O��D�mm 0©�000 A R C N I T R C T R Grousi to 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7744078 FAX: 407-7744078 www.al7dettlgngroup.com � AA 9: 0003326L ML J y� y� O �y G �s 9 SVHDIV. ae OAT: SILVERADO LOT #8 BLK #15 PROJ>cCT* 03719.000-08151 1[ODEL: "2045-LAN9'ANA" cw>ttwaE awsxa: RIGHT PAGE: LIFT BEAM PLAN 50 MPH EXP. Dw � 09/30/20 SCALE: 1/4"=1'-0" 1sz'tEET s2 #5 CORNER BAR W/ LAP FOR EACH M COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30' TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 NOTES TO THE INSPECTOR/CONTRACTOR TYP S'X8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 1k5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 1#5 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST \k TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'x165. ' io OJF'PP� COURSE`D THEOF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEELUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 1#5 �,�Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN I W DEEP. � 8 / o 5' tt 8x16 DEL. BOND TOP F 2 pP� BEAM W/ (1) #5 BAR BOND BEAM •\Q\ 9 EACH COURSE O Sx3 BOND BEAM TOP 0F • �OQ�L�\\A W/(1)#5 BARIBOND BEAM F:FILLED W/GROUT -\\AO U =UNFILLED GROUT SOLID FROMTOP .jl\Q NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE SEE NOTE 5 16-1 T/1 M/ B 8x8 PRE -CAST CONCR p.� �F�P NOMINAL—�� LINTEL W/ (1) #5 BAR ( Qe' HEIGHT # OF #b'S, TOP LENGTH OF BAR = WIMASONRY 0 OPENING-2' IT I3 THIS ENGINEER'S INTENT so"D BEAM DouasE OR BEAM DESIGNATION THAT XFXX-1T/1MN81NDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM SXB PRE -CAST CONCRSCALE: 3/4'=1'-0' AND XFXX - 1T/OM/O8 INDICATES ASINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL (LITIS THIS ENGINEER'S INTENTTO PLAN FOR LOCATI AND XUXX -1T11 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT i SINGLE BOND BEAM 1/4') 8' FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON .3 1/4' PRE -CAST -.4 OR DRIVE PIN (MIN SHANK WINDOW P2 SIZE.15 MIN HEAD SIZE .300 SILL g MIN EMBEDMENT 1 114') 8' SLOPE FROM EACH END AND 18' 1-1/4' EMBEDMENT 0 _ 2x8 (MIN 2 X 3) 2-3/18 OR D PIN " OPEN FACE SHELL SO SHANK S ZE.1TAPCON 51 MIN HEADVE AS BENT 2X4 SOLID BLOCKING 1/4') BAR TOO BE PVLACED IN 83 FROM EACH END AND SECURETOSHEATHING UPPERANDLOWER _ #5 MIN. REQUIRED IN 18'O.C. MAX. MIN 1-1/4' N MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/18' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2'=1'•0' SCALE: 3/4'=1'-0' 3 SCALE: 3/4'=1'-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ISINGLE #5 CORNER I G BAR, 3Ox30 TURNED UP 5kv OR TURNED DOWN INTO STEEL REINF. OF BOND. BEAM P�F FILLED CELL G8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BASIS), AT EACH SIDE SEE PLAN, I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0' A N C N I T N C T Groups 41 N. RONALD REAGAN SO LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 ,emm: rUBDM as LOT: SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 MODa� "2045-LANTANA" GARAOR SQIATG: RIGHT PAGE: DETAILS 50 MPH EXP. DATE:09/30/20 BCA=: 1/4"=1'-0" slacm S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. 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 0 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 9-0% FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W 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. AH11T 2X4 BLOCKING BETWEEN ---- TRUSSES 24' O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED AH16 TO BRACE TOP OF WALL. AH17 AH19 A A A A A A HATCHING DENOTES KNEEWALL TO 13'-10" FRAMING PLAN SCALE: 1/4' = l'-O' A I C N I T I C T 8 GrDesign LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com L AA S: 0003325 J ammo SVHDIV Aa LOT. SILVERADO LOT #8 BLK #15 PROJECTAI 03719.000-08151 MODELa "2045-LANTANA" GARAGE 81III'uaG: RIGHT PAGE: FRAMING PLAN 50 MPH EXP. I'Rl"T 09/30/20 DATE' SCALE: 1/4"=1'-0" SHEET kk S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO TRUSS B-(2) SIMPSON HETAt 6 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }' NAILS TO GIRDER 1x2, 2x WOOD FASCIA - SEEARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. tx2 SECURED W/ 1Dd GALV. COMMON NAILS 12' 0/C MASONRY BONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4'. 6', 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24. 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la k b lc TYPICAL TRUSS/ 4- D GIRDER CONNECTOR(S) sm &V MS= TWCI0m 4500 3/4' WOOD PANELS $000 (2) 1/2' WOOD PANELS 60 (2) 1/2' WOOD PANELS 90 2x LUMBER 3/4' T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8' GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 20 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. SO. 1-JOIST CONNECTION @ L.B.W. Y BDALE:3/4'-1'-0' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE>5/8' —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >5/8' HOLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING %1 AND BORING LIMITS BERIES BACI®tRm THaQ= 4500 3/4' WOOD PANELS 6000 (2) 12' WOOD PANELS 60 (2) 12- WOOD PANELS 90 2x LUMBER ENGINEERED WOOD TRU 6/ 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL II) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4', W, W x 4'-O' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. —A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) tt x 5' TITEN HD TO CMU AND (12) BOB }• x 2 }' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)}' x 5' TITEN HD TO CMU AND (18) SDS }' x 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 3' TO GIRDER 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) e x 57ITEN HD TO CMU AND (18) SDS }' x 3' tx2 SECURED W/ IOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SCHEDULE ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTORS)'4''-0 LSTA1220GAUGE W/ 10dx12 HDG COMMON NAILS EACH END TOTAL OF 10 L B HTT4N MIN. 7' 5 L/ LVWOOD POST CONNECTIONS A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314" SIMPSON TITEN BOLT/ -BOLT, 5' MIN. EMBED (22) 16d GALV, COMMON NAILS AND (8) 18d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) ted GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS WI (4) 3/4'° SIMPSON TITEN BOLTN-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. E - SIMPSON HGUS2&3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4'=1'-O' # 1100 UPLIFT SIMPSON - HTSM20 W/101Od TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101Od TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENGTRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314`=1'-0' 5'EDGE. CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 0 W 5 1/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °t CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAFS SIMPSON TITEN 1/4' (2) _ PT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE SOLTSIZE BEDGEMPACMlO CElIffWSPACNO A DOUBLE 2x8 1/2' 8' O/C 18' O/C B DOUBLE 2X8 3/4' 8' O/C 24' O/C C DOUBLE 2x10 1/2' a, O/C 16,010 D DOUBLE 2x10 14' 8' 0/C 24. 0/C E DOUBLE 2x10 3/4' 6' O/C 16' O/C F DOUBLE 202 1 aW 1 6-0/0 12' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4'=1'-O' (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING U-0- TO 30'-0' (1)'X' BRACE SEAMS) 30--1- TO W0 O (3)'X' BRACE SECURE 2x8 PT. PLATE (1)'X- BRACE 0 CENTER TO BLK W/ 12' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT, 2X4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 10-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE:&4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND 172) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F7 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=1'-O' A RCN ITIC T• 6 Grouon 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 N 3 R 3 euBI) ec LOT SILVERADO LOT #8 BLK #15 PROJECT* 03719.000-08151 MODEL: "2045-LANTANA" GARAGE DWING: RIGHT PAGE: DETAILS 50 MPH EXP. Bj FLOOR DECK 2z8 PT TERMINATION 2x4 STR TRUSS W/ ( SECURED TO BLOCKING SECURED ON WALL EACH TRUSS W/ (3) 16d COMMON W/ (8) 3/18' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, BRACING Olf� SCALE:3/4'=l'-O• SIMPSON H6 W/ (8)Bd COMMON NAILS 2x STUDS)- SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF'BUNDLE' OFSTUDS PLYWOOD FLOOR SHEATHING 1 SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS 0GIR ER RUSS R 1M2'HDG NAILS WALL / FLOOR FRAMING, n TRUSS PARALLEL TO WALL G SCALE: 3/4'=1'-0' DBL PT 2z8 BLK'NG BETWEEN TRUSSES W/ 10d 0 3. O.C. 1ST PLY INTO LEDGER AND 10d 0 T O.C. STAGGERED UPPER PLY INTO 2X6 BELOW 8' CMU WALL REINF PER PLAN PER ELEV TION 4. O jZ .: r 'S U= PER EL VATION m 1X2 FIRE -STOP _ -,-„ NI #6 WOOD SCREWSL x 2' LONG 0 T O.C.; STAGGEREDOFF CENTERLINE OFF 2X6; 3/4' AS SHOWN MI SIMPSON A23 EA. TRUSS I' �' 1y�4�� NAILINO-211PFA"T1ERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING , ON EXTERIOR WALL 3 SCALE:34'=1'•0' #8 WOOD SCREWS x 2' LONG 0 T O.C.; ASSHOWNSTAGGERED 'CM DBL 2X8 LEDGER 'y111I1 TO CMU W/ 1/2' EXP. BOLT 1MN 8' CMU WALL AT 16" O.C. AND 8' FROM REINF PER PLAN END W/ MIN 5-1/2• EMBED. FLOOR DECK PER ELEVATI 4, 0) NABJNG PATTERN 3 UU cr PER E ATIO 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS ®12' O C 1X2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4'=1'-O• 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3' O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 1Od 0 3' O.C. #8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2' LONG 0 3' O.C.; NAN 2" BLOCKING 0 EA. BRACE. TOENAIL INTO TRUSS W/ (4) i6d SHEATHINGO (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF NAILS 0 EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x6; 3/4' AS SHOWN 2x4 BRACE 0 48' O.C. w/ (5) 12d 1'd' MIN. FROM 2ND. FLR. FLOOR DECK 14 1 NAILS @ EA. END LINE ES DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NN 8d RING SHANK NAILS 0 4' O.C. MAX 0 BT OrF FLOOR TRUSS (BT. 2XS IS FOR WALL R CMU WALL EINF PER PLAN AT 16' D.C. AND 8' FROM INTO BLOCKING SHEATHING NAILER) END W/ MIN 5.1/2' EMBED. 16d NAILS 0 8' O.C. MAX 11(2 FIRE -STOP PER ELEVATION FLOOR DEC 4, PER ELEVATION PER ELEVATION O r NAILING PATTERN 0 OU Q� Q PER ELEVATION SEE PER ELEVATION PER ELEVATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24 M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 012'O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/TRUSS PLAN) AT TRUSSES PARALLEL 32' O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 scALE:a4=1'-o PRE-ENG FLOOR TRUSSES 6 SCALE: 3/4'=V-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATI N FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8' GVPSUM BOARD OR 1/2' HIGH w/ 1/2' DIA. ANCHOR BOLT W/ 2' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14)1 Od SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV, NAILS. 16d TOENAILS SLAB, SEE EMBED. AT 32' OC MAX. 8 - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8. O.C. MAX GALV. NAILS EA. STRAP 2X4 OR 2x8 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING, SINGLE CONC. POURED BTM, PLATE TO BE PT. LINTEL COURSE PROVIDE DBL, TOP PLATE • PROVIDE BLOCKING O• •o• SIMPSON SPH4 OR SPH6 BTM 1/2' GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2X4 SECURED W/ (2) 10d's 0 EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED N 10'-0' O.C. MAX. 10d x3' EPDXY 5-1/2' EMBED. MIN. 0 16' 10a 10b 1 0c OC MAX. SCALE: 3/4'=l'-O' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '� 8 TRUSS TO POET CONNECTION ° • A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. • • . B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1Od GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 5/8'° A.T.R. TO HDU4 AND (10) 1/4• X 2 1/2' BOB TO POST TRUSS CONNECTION @ L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3/4'-V-0' A&B - SIMPSON ABU44Z POST BASE <U:l,gW G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA, x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. A N C N I T! C TO 6 GroupE. 141 N. RONALD REAGAN SO LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 M h Am 3 ti a* SILVERADO LOT #8 BLK #15 P1tOJECTAN 03719.000- 08151 MODEL "2045-LANTANA" OA %AOE N=wndO: RIGHT PAGE: DETAILS 50 MPH EXP. SIMPSON H10A OR LGT-2 W/ 10dX1 } HDG NAILS; FILL ALL HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO BRG. H.T. W/ —� 2X4 SYP NO. 2 STUDS ® 12" O.C. KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO.2 STUDS ® 12" O.C. W/ SP2 TOP & SP1 BOTTOM MTW-12 61 EA. TRUSS 20 NAILER--' STUCCO OVER FELT OVER PLYWOOD v" bLL O B ENTRY DETAIL-ELEV. 'F' PRE-ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN J _ 2x SYP #2 DOUBLE TOP PLATE, — LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4. O/C BTM. LAP TO OCCUR OVERSTUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 0 EA. STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN — OF WALL, REQUIRED WHEN WALL IS OVER 6-0' IN HEIGHT 2x SYP #2 KNEEWALL FRAMED — 0 18' O.C. MAX SIMPSON SP1 0 EA. STUD — BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN 0 _ SECURE P.T. BTM. PLATE TO BLK. W/ 1/2'x9' ANCHOR SOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" EMBED. MIN. 0 16' OC MAX. CMU WALL — m='l='= C 1 KNEEWALL DETAIL (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 0 EA. SIDE PRE-ENG TRUSS MTL. DRIP EDGE 2x SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE j O.S.B. SHEATHING OR � COX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS 12 ® EA. TRUSS 2X4 KNEEWALL TO BRG. HT. SECURE TO CMU W/ 1/2"X9" ANCHOR BOLTS W/ 2' WASHERS SET IN HIGH STRENGTH EPDXY ® 16" O.C. (6" MIN. EMBEDMENT)-TYP. A k C N I T! B T O M Design LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 t 8 I� 8USDIV. S. LOT: SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 MODEL: "2045-LANTANA" GARAGE EWING: RIGHT PAGE: ENTRY DETAILS 50 MPH EXP. ly ft MWE-END -� .. P ROOF IF .1 ROOF WIND DESIGN PRESSURES NET(GRoSS) ASCE 7-10 ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.67) ZONES = 61.08 PSF (71.06) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. US COX EXT. PLYWOOD WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED E 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 0 4' O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,000 RING SCREW SHANK 16-20 RINGS ER INCH) Od SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1639 EKTERWR SHEATHING USE 1/2' COX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 6d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES j71 ........... a a Z C7 f) O V, LU Z C u Z Z he Z < O . y O . Sp Zm Z a J Q Z Y Z;LU N =U xU O Zj co(57 lT9 1 . ac U On O mLU o ¢• Z m a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RnnFCHFATHwr, .IIII111111111,IIII1I �-. `\,, x a e ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Ced RING SHANK GUN NAILS 13 6' O.C. IN FIELD TYP. EXT. SHEM�ING AH (.S. . TO BE STRUCTURAL GRADE �-• 8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or Sd x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.6,.jN FIELD J\ TYP. 314' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAUVAIMAGGREGATE 89E SHALL BE 30r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wom: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pRpylpE 6g6NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BM EDITION pIy EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING. ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL SE SOUTHERN PINE NO.2 OR BETTER. Fb . 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630.13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGROUND 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 LAPPED S 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 PCP 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 PCP 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. 6th 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 THEL.D STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAEPENDING 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 N2. 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 66 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 W-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-ONORADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS 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 A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL SE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 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 TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pal ANDVERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pet TOP CHORD current REVWOOD TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25' "BAR - 36' TRUSSES. 10 paf STM CHORD Han-oODCuD"M 05 BAR - 30' 07 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 3W 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 A68.1-1982. 15 pot TOP CHORD 20 psf TOP CHORD (7 Pg w/ ASPHALT SHINGLES) (10 pat w/ 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 6 paf BTM CHORD 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 80 paf WALL, TRUSSE8/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED.150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pal, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200W, GUARD IWFILL COMPONENTS: 50paf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30paf, STAIRS: 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. `SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' ACI 630/ ASCE 6/TMS 402 BUILDING CODE REQUIREMENTS FOR ( THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frrl . 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM CdCO AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN gpECIFICALIY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE AMAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF ZGOO paf, 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: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4 PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 18 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED BO MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A r FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/Y FOR N16AND SMALLER Y FOR ME AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318' 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. STRUCTURAL STEEL: 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 A-500, GRADE B, Fy . 48 k8l. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy . 36 kai. 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 A326-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 APPLM.ATKKJ 91E TYPE BPACaW REMAPoC9 AFPLMUTpN SIEE TYPE 9PAOINa REMARNB 1x2PTFUPRWGTO CASEHArmENEDCOLL WRAGE DOOR@ICI( tlA'OLA. TAPCON MASONRY ttYY EMBED., I'EN)DIST., MA90NRY/GONG. LULL t t2' LONG. C OC TO MASONRVAXRiC. NO WASHER FASTENER a DC t t1z' EDGE GIST. aGD, A. EXT. DOORS I-EHARDE-001L WINDOWAOORI FASTENED WMOE DOOR BUCK -D-1 EXPANSION IEMBED.,/'END DUST., 1x PT, SEE NOTES NAAII.-LONG, STAGGERED I- -ONO. 10 MASONRYA'JONC. WASHER 3- EDGE ..T, wwoow such CABEHARDENEOOQIL aOc WINDOW,DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT,SEENIT a NAIL I- STAGGERED I.T.-ONOMASDNRYICDNc. REQUIREMENTS E. BWINO WOR 121 G1ta'ON. 'TAPWN'. 1. OC 112'EMBED,BEND. D.'EDT. Np48Fi1RING WOCO 1N'° EXPANSION A'EMBED. 4•END �� BUCK 2x PTSEENOTEa NO WASHER FASTNER DUST.,tt WALL TO CONC. SLAB W/WABHEfl SOti OIST.,YEDGE GIST. A PT WB4NAV BUCI( O.t39°RAF x2tla' WOO A'END. DIST., ItIY PT iO STEEL COL., BEE ASNER ST,M... EDGE DXiT. NO E8 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE RAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. A■ C N I T L C T O Des' n Groupi n 1441 N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407-774.80 FAX: 407-77 www.abdeslgngrou . AA NY: 0003325 anon. By v jk LOT SILVERADO LOT #8 BLK #15 PROJECT# 03719.000-08151 MODZI.: "2045-LANTANA" GARAGE 8VnNG: RIGHT PAGE: DETAILS 50 MPH EXP. \J DATE 09/30/20 BCAXX:1/4"=1'-0" SHEET S N1 a