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Home My WebLink About7036 Steer Blade DrI STATE OF FLORIDA ' DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: MAMA BIMMG CODE, RgSpIMAI sm EDITION (2w) •AIL LOCAL AND STATE CODES DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LABILITY 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 CLAIMCATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTTTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO " RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE I iLL I Ii[IT► 12602 TELECOM MRIVE, TAMPA, FL 33637 *OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC HIND SPEED — Vult=150 MPH Vasd=116 MPH •EXPOSURE — B •I —STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES FT. CALL. LIVING 204D 50. FT. GARAGE 454 SQ.FT. ENTRY 35 SNa. FT. COVERED LANAI 221 Ga FT. TOTAL 2,955 Ga FT. T®1= (813) 740-9720 Fax: (813) 740-9715 r�� `WO�KSF11' �n aQ1 ++ C'OE`k�sgjr , ,roc DES F�p6i NA'110NFs1. O� �,�Pt��"E�NILI-�+ AND THE CE pRpIN� `l. ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION A/C ADI. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINECABINET 00/8A/19 ADD 160-C BNGDiEERDiG ARCHITECTURAL SHEET # DESCRIPTION ACT. AMP, ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM 07/E(/19 ADDED PENDENT UGITTDNG AT IRl'CBEP 07 24 19 / ADDED 31WE CAP NOTE ON nWNT ELEVATIONCL BD. CAB. CLG. CLR. BOARD CENTERLINE CABINET CEILING CLEAR M.T. MTD. Mn. N.T.S. O.C. METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PG CI -COMER SHEEP PG GN-GENERAL NOTES PG Al FLOOR PLAN PG A2F-ELEVATIONS "F" FRONT &REAR 10/01/19 ADDED 150-D FROM EN0941M 10/11/19 UPDATED LIM UGN M PRR D.N. BORTwr CONC. CPT. C.T. D. DBL. D.O. DNA. CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER PL P.B. PH. PLT. PLYWD. PR. P.T. PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG A3F—ELEVATIONS "F" LEFT & RIGHT PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI-DETADS 10/25/10 UPDATED 91VARATt QtC[WCAL DRARS PER D.11. NORTON 12/04/19 UPDATBD Tus 9Dam" C01/P1�N PODII usP 00/19/n ADDED 100-C NNM ZNGI[N R DUI. DIMENSION R. RISER PG D2-DETARS DISP. D. DR D.S. DISPOSAL DEEP DOOR DOWNSPOUT PAD, R.A.G. REP. RM. RADIUS RETURN AIR GRILL REFRIGERATOR ROOM PG D3-PRODUCT APPROVAL LISTING PG BAI-BALL ASSEMBLY DETAILS PG WA2-BALL ASSEMBLY DETAILS DTL. DeTAIL R.O. ROUGH OPENING PG WA3-BALL ASSEMBLY DETAILS D.W. EA. ELEV. DISHWASHER EACH ELEVATION S.C. S.D. S.H. SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG PG BA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS EQ. EQUAL SHT. SHEET PG WA5-WALL ASSEMBLY DETAILS EKH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.GIFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDINGGLASS FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP, GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE STRUCTURAL SHEET # DESCRIPTION UPTER T.O.S. TOPOFS GL. GLASS LAB INTERRUPTER TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. H.C. HDR. HOT. OR HT HOSE BIB HOLLOW CORE HEADER HEIGHT V.P. W. W/ OTHERWISE VAPOR PROOF WASHER WITH PG S1-FOUNDATION PLAN PG SLIA-DETAUS PG S1.2-DOWEL PLAN INSUL. INSULATION WD. WOOD PG SI.2A-DETAILS INT. INTERIOR WDW. W/H W.I. WINDOW WATERHEATER WROUGHT IRON PG S2-LIFT BEAM PLAN PG 32.IA-DETARS PG 33—FRAMING PLAN PG S3.IA—DETAILS PG S3.IB—DETAILS PG S3.IC—ENTRY DETAILS PG SNi—DETAIIS A R C N I T A C T II Groin 41 N. RONALD REAGAN BL1 LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdeslgngroup.com AA N: 0003325 �IIIINI anon. BXIDDIV. k LOT SILVERADO LOT #3 BLK. #13 PROJ]DCT/[ 03719.000-03132 MODEL "2045-UNTANA" GARAGE OWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 113025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 8 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 5l8 -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 /WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 1- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUYSNtO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 6. 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 COVERRM 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 F96811ES 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, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 8 ASTM-C1063.12a. 3. LATH 8 ACCESORIES PER ASTM-C-1063.11A 8 11703.7.1. 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. FNtE RESISTANT CONSTRUMON 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 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" TYPE'W DRYWALL SCREWS AT I? O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'$ 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 BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21,1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, A I C N I T 1 C T S 6 Groupin. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32710 PH: 407-7746078 FAX: 407-7744078 www.abdestgngroup.com AA M: 0003325 IP UDDIV. as LSILVERADO LOT #3 BLK #13 1tOJECT# 03719.000-03132 UODEL, "2045-LANTANA" CAitACE 9WIIQC: RIGHT PACE: GENERAL NOTES 150 MPH EXP. B 40'-0' Ip�io - '" olio O 1- o,IRio oIIRIRRIHRI11Rlo ofRfL i - � - - - - p BEMOOM I - - TRAY CL& - m TO W-V o SOT OF a oIiIRIRIIIo oIIIIRRRinI'o olloIIRRRIIo02 O - / - - - It p 11 I t At ., - IN IN i 11 �, \ o - "i IS IN 0 a on , ��,� �, L��i--IN g IN I mu - IsIs - - B (�IE�a fi o I ER L - - - - - - i E Elm - � ol!IioM-- o�IRIRRIRIiIo oi1RIRRIRIo -N- o 2'-0' EXTERIOR HEIGHTS MASONRY WALL ClS Q . FT . CAM'S a's. HEIGHTS LIVING 2" 6a FT. ® GARAGE 454 SO. FT. 9'-4' BRG ENTRY 35 SO. FT. COVERED LANAI 221 Sa FT. TOTAL 2,155 Sa FT. II FLOOR PLAN NOTES II ALL OPW6ION6 APE PROM FACE OF T W BLOOC WALL OR EDGE OF MOOR GLAD) TO PACE OF WALL eTUD UNO. • ALL MT 11WR WALL6 ARE 31P UNO. • DRYER VENTED THRDUG,H ROOF (VTR). NOT GOWDED. - AIR C.OMM9266Ot GET ON 44%44• POURED COW F'AD. PAD BOOM *'FROM EDGE OF 6111=tM. - GEE OWNT dN FOR GOORAL AND 6T"ARD BUILDING, NOTE& - ALL HADITABLE RD" TO HAVE ARC FAULT CIRCUIT NTEICl1PTER - ALL FULL HEIGHT BLOCK WALL6 DETWEEN FILLED CELLe WITHOUT OFWINOG ARE GWAR WALLS. TILE NICHE TILE NICHE SHALL ISE PREFADRICATED 12'xl2' SQUARE LATICRETE BY HYDRO BAN. RA. SHALL BE 145' x 145'. BOTTOM SHALL BE INSTALLED AT 54' APP. LIND. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP vARIES MATERIAL TO PLAN CABINETS. BRACKET , A BLOCKING INSTALL FLATA" ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION KITCHEN ARIE C Q 4 BRACKET$ AS WALL BABE -3NECESSARY. 2'X6'X35-1/4' CST m LOW WALL = 2'X6' STUDS . 16' Or— W/ 1/2' DRYWALLBAR DETAIL A SCALE FITS FLOOR PLAN ALE: V4 . P-0' e�ac0°I'ww�'tsa'a IaF'A0�°Na°elca�DioaL0�08InB 0111110 am me 1rp11"m a R84MR8 AIOTRE F20TME MIN. WINDOW 10 S 25/_33 CRITERIA EXTERIOR SWING ID 5 24/-31 DR MIN. CRITERIA SAD. MIN. 41 5 23/-2S CRITERIA 16010 OAD. 112 5 20.1/-22.1 8010 O.H.D. 56 5 21.6/-21.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. A R C H I T R C T I 6 Groan Li44iNLD REAGAN BLVD.OD,FL327507-774$0787-7744078slgngroup.com 0003325 ounDiv. 1e LOT: SILVERADO LOT #3 BLK #13 PROJECT* 03719.000— 03132 MODEL "2045-LANTANA" GARAGE BVMCO: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B I0'-0' BLDG. NGT. 13'-10' BRG. HGT.41 CLG. W.T. • ENTRY 5' STUCCO FRIEZE SHINGLE ROOF ,i9'-4' BRS. HGT. �— 5' RAISED STUCCO BAND STONE VENEER 0'-0' FIN. FLR G D FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS GT. REAR ELEVATION TEXTURED FNISH 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. (1") = 1322.4 SQ, IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .SX 1322.4 - 661.2 SO, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 661.2 /115 OTAL# OF VENTS REQUIRED = 5.74957 OTAL #OF VENTS PROVIDED - 6 SQ, IN PER SOFFIT VENTILATION AREA = 11.736 LI N EAL FOOT = 661.2 /11.736 OTAL LINEAL FT OF SOFFITVENTING REQUIRED = 56.3395 UNEALFTOF "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 9 iA ----------------------------- i I 5' RAISED STUCCO BAND (TYP) I I I I I I � I I I I ( I I I ENTRY DETAIL (-A \11SCAL I/4 . P_0. ---------------------- CORBEL 4 TRIM FOAM I cCAORBEL c I I e r TRIM ROUND r I 'L., SIDE VIEW FRONT VIEW \�--------------------'(: �/ CORBEL DETAIL B SCALE, I' . 1'-0' A A C N I T! C T 8 Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdealgagroup.eom AA C 0003326 9111111 anon, BUDDIV. de LOT SILVERADO LOT #3 BLK #13 PItoJECT# 03719.000-03132 MODZBIa "2045-LANTANA" OARAGM BM WO: RIGHT PAGE: FRONT & REAR ELEVATIONS "F„ 150 MPH EXP. B V-4' BRG. W.T. OFF RIDGE VENT OFF RIDGE VENT 5 ■ 9 i0 -3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - zi RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS i l S OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT a ❑ a 0d LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS ,o13'-10' BRG. HGT. 4 CLG. HGT, s ENTRY BRG. W.T. i FIN. PH: 407-7748078 FAX: 407-7744078 www.ebdesigngroup.com AA A: 0003326 111 Nil STMDIV. ds L+oT SILVERADO LOT #3 BLK #13 PRGJUcT# 03719.000-03132 bcoDffiLa "2045-UNTANA" GARAGE 8MING: RIGHT PAGE: [LEFT &RJH ELEVATI "F'p 150 MPH E ELECTRICAL LEGEND SYM. DESCRIPTION � SWITCH -4 Y SWITCH -4 LANDARD Y SWITCH ER SWITCH HBBUTTON ONNECT GLE RECEPTACLE (125V/20-AMP GLEPOLE) qRM06TAT DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT RUPTER/TAMPER RESISTANT TYPE) IVV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) 411- EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERJPTER) 1OV QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE l4 WIRE :ONNECTOW L MOUNTED LIGHT EILNG MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER 60. FT.) rs�3 BULB LIGHT FIXTURE BULB LIGHT FIXTURE °E_4° = BULB LIGHT FIXTURE RACK LIGHTING LIGHT UpTH PULL CHAN R CA15INET LIGHT LUORESCENT LICIT (RECESSED) FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LICGHT (RECESSED) fl.310ES6 LIGHT SS LIGHT (VAPOR PROOF) NG MOUNTED LIGHT WITH J-BOX OPT. FAN TRICAL PANEL (FIELD VERIFY TION) i,-Q PABOX (WALL MOUNTED) (CEILING MOUNTED) MOUNTED FAN nE7ILIW3 AN (I CFM PER 60. FTJ JACK DETECTOR (CEILING MOUNTED) ® X I ) HIMES MOUNTED OUTLET FORISAilERW TV JACK •-`cY B PORT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TOME VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNG. • ALL IS 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI S ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M1501.4 OF FDCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL 15E GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE .AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER-P E61STANT TYPE • ALL LAMPS SHALL BE SELECTED DY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL_ ENERGY CONSERVATION (RESIDENTIAL ENER SY EFFICIENCY) 20M1. 6lh EDITION R404.1 FOR MICRO/ HOOD ABOVE OPT. - - — OPT. COACH COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4 • F-W I I I I I s I I 1-5• I --- I I m i LED LIGHTING LED LIGHTING l J @ SINGLE LAV. @ SINGLE LAV. POWDER BATH ELEVATION BPFN BATH 2 ELEVATION BAFN LED LIGHTING @ DOUBLE LAV. BATH I ELEVATION B,DF LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #02 HOME PLAN: 2045 MDDEL 2045 SCL FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 613 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3 1 LAUNDRY CIRCUIT AT 1 1 RANGE AT NAME PLATE RAP NG OR COOKTOP/OVEN 12, 1 WATER HEATER 4, 1 DISHWASHER 1,2001 1 CLOTHES DRYER 510001 1 DISPOSAL 50 1 IMICROWAVE 1,50 1 IREF. 1 SUBTOTAL OF GENERAL LOAD 3653 FIRST 10 KVA OF GENERAL LOAD AT 100% 10,00 REMAINDER OF GENERAL LOAD AT 40% 26535 VA.X 0.4 1— TOTALN1414 RAL LOAD 20,61 4 TON HEAT PUMP #128 AMP X 240 VA 6 10 KW ELECTRIC HEAT AT 65% NETGENERALLOAD 2061 NETTOTALHEAT 1322 TOTALIAAD 33,834 FUTURE GROWTH 10 % 3383. 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 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,ODO @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,4891240= 78A #2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3 2A3 M I % CU ONO 2" GGNDUIT OR PROVIDE 3 410 AL, 1 V AL AND N 2" CONDUIT. (CONDUIT TO TERMINATE ACOVII SOMRT - OVERHAN6J 200 AMP ELECTRICAL RISER NOT TO ew.a. 004MVAL NOTM A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WTH ELECTRICAL PROVISIONS Q M C4I'N4ATIC14 SERVIC! DOC40WOCT 200 APT 00R40 VOLT I PHASE THE FOCR 6%w EDITION (20"), LOCAL CODES, AND WATCH AND ELECTRIC MILO R4 L ALL LOCAL POW!R COMPANY RIMI REMENTS. METER N NEMA S. ALL CONDUCTORS SWILL DE TYPE TRAIUTHW 3R 9NCLONIM UNLESS HOPED OT EMOSE I mom IELPNR= CAELE SEIIVICE ENTR4GCE TELEVISION SERVICE POUND! CCMPANY TRANSFORMERsomRigHT EOURR7GM ENTRANCE INTERSYSTEM BONDING TEIRI•INAL AT aeAoe Lau vaLTAaf r-DP►ecTIDNro PROVIDE 200 AMP, W440 VOLT, I PHASE 1 -4 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE PRDVRDE 3 CONNECTED TO CONCRETE 2/0 COPPER (CU) N 2" CIA SC1$DULE 00 PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 GMO ALUMNIM (AL) N ELECTRICAL PROVISIONS OR 2" DIA SCHEDULE 00 PVC CONDUIT UNLESS FSCR SW EDITION (2017) SERVICE IS PROVIDED SY THE ELECTRIC COMPANY. COORONATE WITH THE ELECTRIC SA" DIA x E Pr LONG COPPER OM COMPANY PRIOR TO END. CLAD GIROMW ROD A R C N I T! C T• 6 Grouon 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL31750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 0 a iSLTHDrv. at I SILVERADO LOT #3 BLK- #13 PROJECT# 03719.000-03132 MODEL' "2045-LANTANA" GARAGE 81WING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B MIMI coN I I I I I r---------- ---- I I I I I I I I I I I I I I I I FI- L L -- — J I I lb _ I Lu a i t I 0 VTR VTR 2' 2 J�r 1 1/2' viI V�* I i m 11�;-1 10 0 KITSCH I ^ `1.'illl ;p 'I'llIIR' rd W/ ( 1 r �� 12, 1 1 Id' I --� I AUTO 1 I I VENT 2' �� Tll I F 2 I Q LAv. 3• � 1 WASHER — �Lr I 5 V.VTR 2' 3' -F'Lll'IDL � v r Co '' 4I 19'-5' 12'-10' 3• OHM I TO I MAIN FW,- PLUMBING RISER ---- O ---- 0 L.T. W. II ---� L— — — ct r-n• 2'-a' 2'-e• a HB - PLUMBING PLAN SCALE= 1/4 " I'-V A N C N IT IC T II GrDesign LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com � AA #: 0003325 J I� a SVHDIV. Ac IAT: SILVERADO LOT #3 BLK. #13 PROJECT# 03719.000-03132 MODEL.• "2045-LANTANA" GARAGE 8WING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B FPRZNT DATE.8/17/20 8CAI.E: 1/4"=1'-0" SHEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS T44EN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER N°PA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT. BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TW EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL 15E CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20f1) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH POO 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL 6E INSTALLED TO MFG. RECOMM1ENDATICNO AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC AIR SUPPLY �—�L 1 AIR HANDLER EVAP. TRAY NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ERIOR WALL RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC OONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB t REFRIGERANT LINES TO RETURN RIt/ /_ CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL DLM CODE SECTION 3012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/**X2' TAPCONS CONUNIITR SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 13XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK SCORIATED NICKEL FIN. FLOOR C.O. PLUG BRONZE FL. PL. OR WALL ` SEE SPEC, 1'-8'X8' CONC. BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL WASTE AS FITTING OR IM REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 560" REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/8PEC FLOOR SLAB CLEAN -OUT (TYP� XT. nEGROUND CLEAN -OUT (TYP. ) MECHANICAL PLAN SCALE 1/4 " P-0' ■ 6 A R C M I T 1 0 T• Grou�� 1441 N. RONALD REAOAN BLED. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeWgngroup.eom AA k: 0003326 amm; StJHDM ae I+OT: SILVERADO LOT #3 BLK, #13 PROJECTp 03719.000-03132 MODau "2045-LANTANA" GARAGE ETRNG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B"ff 2x4 TOP PLATE A III C B I T 1 C T i COMER MAD PRE -FAD TOM w7• TNICK. 7 COAT I' GA! eM 6 1/2' CLG. BOARD F ltnAIV CST Ri ton I•LMTm AITL� ° ea MA•eTY ro 7M P.T. WTO STUD IN 5' DIA. SLEEVE, CELL AS A IN G90u , PARTITIONS SUPPORTING DO NOT CUT APPROVAL RaO. 1/2' DRYWALL WALL HUNG PLUMBING REBAR ''�� GRALAW FIXTURES AND WALL SAGC/R RaD 1441 N. RONALD REAGAN BLVD. tilA.ti� I711•• LONGWOOD, FL 32750 CABINETS SHALL BE NOT PIPE eA� aI o� nWr PH: 407 71"078 LESS THAN 2x4, WHERE BOND BEAM O NOT CUT rPnensv. aelau. SOLID GROUT THE BOND aL nt# Ie� cm ooae~ � wwwabdeslgngroup.eom �a3eE Br. 2x4 u1ooD FAX: 407-7744078 SPACED NOT MORE W/ (9- 05 BEAM WOW Wm °D � AA a:0003325 L- TE ro SAD 8TUD8.24' THAN 16' O C. OR NOT l2) COURSE REBARS FRom= WILY.. /TUL �,� Dom W/ Imd MASONRY OC• LESS THAN 2x6, WHERE -- APPROVAL Ran gy TRACTcrts pY Ong NAIL • 3Y oc. SPACED NOT MORE wr PAA• o!o TO gym,, MAX THAN 24' O.C. TRAM eRACKM aw FwAmw . SLAB APPROVAL Ran ®'•m FIN.FLR �, PIPE THROUGH BOND BEAM GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS 1 TYP. INT. WALL ( NON— BRG. ) D1 SCALE:3/4'AI'-0' D1 SCALE: II/2'•I'-0' D1 SCALE3/4'.I'-®' FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. OVER 030 FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA. END OVER'9m PELTPAPER FIBERGLASS EB INSTALLED PER SECTION 2x BLG B OCKINETWEEN TRUSSES FIBERGLASS SHINGLES A 8 0 a d FIBERGLASS SHINGLES OR SYNTHETIC R9b.1.1 ON i, 0.8U5. - PER STRUCTURAL DETAILS OVER W FELT PAPER OR OVER 030 FELT PAPER PRODUCT, METALLED BHEATHNG OR }' GDX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION FtWb.I.I PLYWOOD SECURED PER INSTALLED PER SECTION INSTALLED PER SEECTIONRWS.0 ON �' O.S.B. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRtlrA4 SHEATHING OR }' COX R905.I.1 ON ' Oba. ON I' 0.6U5. SHEATHING 5/S' GYPSUM BOARD OR }' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' CDX PLYWOOD OR I/2' HIGH SECURED PER 0, I, O, SECURED PER STRENGTH H FASTENER SCHEDULE TYP. tYP FASTENER SCHEDULE FASTENER SCHEDULE BOARD MTL. DRIP EDGE--�-ENG WD TRUSS MTL. DRIP EDGE REFERENCE oH. O.H. 2x FASCIA PER STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONSIr '] ELEVATIONS SEE EN RE ERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER P-ENG TRUSS INSULATION R-VALUES I'IQE- tR188 VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFITSEE bbb MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R-VALUES FORMS ROIQ PER ELEVATION PRE'E x GABLE OFFIT PRE-ENG GABLE TRUSS m' WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TY 2x FASCIA PER ELEVATIONS O.H. ELEVATIONS 2x P.T. 5/e' GYPSUM BOARD OR I/2' 2xP.T. PER VENTED SOFFIT R-4.1 NSULATION VENTED SOFFIT STRUCTURAL DETA LS W*H STRENGTH CL& 150ARD STRUCTURAL DETAILS �WINDOW ATTACHMENT AS PER MANUFRE ACTUS SP BPECIFIGATIONB R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCETTUREBSPECIFENTAISGA WNDOW PLASTER APPLIEDT STRUCRAL MANUFAC TIONB RENCE DIRECTLY TO MASONRY Ix2 P.T. PURRING BTRJCTURAL STRIPS / 24' OZ. 1/2' THICK. 2 COAT PORTLAND bet P.T. FURRING S' CMU CEMENT PLASTER APPLIED STRIPSG •UIL.,BD. 1/2• THICK 2 COAT PORTLAND •� DIRECTLY TO MASONRY-11 1/2' THICK, 2 COAT ' CEMENT PLASTER APPLIED . I/l' GYP. ILL. BD. PORTLAND CEMENT cm DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD SASE DIRECTLY TO MASONRYTm ®'-0' FIN. FLR.L — — J. 01-0' FM. FLR 0'-0' FM. FLR —J. 0'-0' FIN. FLR 8• � .. a U-1 W/ ,a • 9 WINDOW OPENING TYP. WALL SECTION W/ ,u WINDOW OPENING TYP. WALL SECTION B B ke NO OPENING NO OPENING PER SECTION WD I.I - FOR ROOF SLOPES 2 12 TO LESS THAN 4 12 A 9L78DIV. & IAT SILVERADO LOT #3 BLK. #13 PROdSCT# 03719.000-03132 MODSIA "2045-LANTANA" GARAGE OWING: RIGHT PADS: DETAILS 150 MPH EXP. B 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE: 9/4'•I'-m' -- IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'.1'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, (r+ ASTM D 48611 TYPE IV, OR ASTM D JIU 2 6151 PIeINT 8/17/20 DATL': OCALS: 1/4"=1'-0" OI388T D1 125L 2X6 P.T. • CQNIER OF DOOR HEADER SECURED 1W (U N' X S' J-DOLT W/ 4' MIL IrWIPMENT W( 2' X 2' X LW WASFER 4 NUT OR WV (2) VJ' X S' ANCHOR DOLTS WV 2'X 4'X W WA0aM I NUT- - 0 SECURE 214 ON RAT TO OLK ® W/ MASONRY NAILS. 2X6 OARAOE 000M = SCGA4lD WI lb) V2' X 8M' J-DOLT OR ANCHI01t m DOLTS, W/ 4' M. EMBROMINT, UV 2' X 2- X V8' WASHER 4 NUT. (1)UAT" S' OF TOP, (1) WITHIN S' OF THE OTM, (3) EYOCY SPACED. ® m go m m 9 NOTES. ALL ANCNOISS SHALL BE IN ACCORDANCE TO M~ACTUI1W" NSTALLATION MSTRUCTIONN WNEW 42t 4 W,IaTI411MeM AM MGRE eTNMIM? GARAGE DOOR 1 BUCK ATTACHMENT 4c —.— LA I'X4' OR I'X2' P.T. NAILER ❑rf(MIN. Ix4 P.T. OR 1's'X4' MIN. SECURE THOU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ i(4' TAPC" SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +S/4 T/DNWW TO BLACK +3 4 OR +S A 5C , N. . 2X4:m SECURE TO BLOCK W/ �(s' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN V OF EACH END 4 IS' OZ. MAX SPACING. 2Xb,m SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK BIZE .H45 MIN. HEAD 81ZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8' ISM 18' OU:. MAX SPACING. $' DRYWALL 2XB.m I'X4' OR I'X2' P.T. NAILER SECURES TO BLOCK W/2-INj' OOR CAGING TAPCON (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 10' O.C. MAX SPACING. NOTE. $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" 1RNDOR TO BLACK USCALE, N.TA. +1-1 ' 2X4m SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE 8 BLOCK WR-4/(S' NON-STRUCTURAL I&- MIN. tMIN. SHANK SIZE J0 INTO EMBEDMENT INTO BLOCK EMBED MIN. HEAD SIZE 300 CR MIN. EMBEDMENT I Y4') Y)' DRYWALL WITHIN V OF EACH END 4 IV O.G. MAX SPACING. 'X4. OR VX2' P.T. NAILER 2XSn SECURE TO BLOCK W/2-)Nr'TAPCON X 4' (MIN. SHANK SIZE .145SINGMIN. FA�� HEAD SIZE 300 AMB ORWINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK+1_ 11 +1-I If" C T. 2X4,m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18' OjC. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/U-%' NON-STRUCTURAL %' TAPGONO TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN V OP EACH END 4 K' DRYWALL 18' O):. MAX SPACING. a I'X4' OR I'X2- P.T. NAILER 2X0m SEGO BLOCK W/2-%' CASING IMIN, SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH . 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. IS,' O.C. MAX SPACINCs. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO "l) / nl WINDOW TO BLOCKK+22/4 14" SCALE. N.T.S. 2X44 SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE." MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN8' EACH END 4 NOTE, STRUCTURAL 2X 18'OTC. MAX SPACING MUST BE ON OUTSIDE 4 2X bm SECURED THROUGH SECURETO BLOCK WR-4J(r'TAPCON NON-STRUCTURAL 2)4' MIN. 1-Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT 149 ' DRYWALL WITHIN 8. OF EACH END 4 IW OIC. MAX SPACING 'X4' OR 1'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/J-)W TAPCONS DOOR CARING (MIN. SHANK SIZE .145 MIN. HEAD 812E 900 1W MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF BAC 4 END 4 ATTACH TO 2X PER IS,' O.C. MAX SPACING. MANUFACTURES DETAILS. w,a... r rm4o w n,.s+r.,00 rnr ocm)V, DOOR JAMB TO BLACK +3" @SCALE. KTA. If TO BLOCK +3" 2X4s SECURE TO BLOCK W/ %1 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN V OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO 15LOCK W/2-y4' NON-STRUCTURAL TAPCONB(MIN. SHANK SIZE TAPCON MIN. I-)' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBT I Y' EDMEN EN WITHIN 8' EACH END 4 8'CMU 18' O.C. MAX SPACING. V DRYWALL 2X8.m I•X4- OR I'X2' P.T. NAILER SECURE TO BLOCK W/24w 2X SECURE TO TAPGONS(MM. SHANK SIZE STRUCTURAL MEMBER 145 W/l2)I2d WITHIN V OF EACH MIN. HEAD SIZE 900 END 4 b' TO 8' OU:. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACN TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3' F SCALE, N.T 1 TO BLOCK +' 2X4= SECURE TO BLOCK WN4' TAPCONS(MM. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1149 NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST ISE ON OUTSIDE 4 18' O:G. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL V SECURE TO BLOCK WI-1/4' TAPCON MIN. 1 i♦' TAPCONBIMIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 - CMJ MIN. EMBEDMENT I Y4)ImANUFACTURES, • DRYWALL WITHIN V OF EACH END 18' O.C. MAX SPACING.'X4' OR PX2' P.T. NAILER4mo 2X8SECURE TO BLOCK WA116' O.S.B. X 4' MIN. TAPCONSIMIN. SHANK SIZE .145DOOR CASING MIN.HEAD SIZE 300 MIN. EMBEDMENT 1 Y4)OOR JAMB OR WINDOW WITHIN V OF EACH ENDTTACH TO 2X PER IS,'OjC. MAX SPACING. DETAILS. uo,4. 4,a1 r ran w nus.ue�,00 xor S,a:'DA•) DOOR JAMB TO BLACK +3-7/18' G 1f To CK + 7 8' 2X4m SECURE TO BLOCK W00'4' TAPCONS (MIN. SHANK SIZE 34$ MIN. HEAD SIZE 300 MIN, EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X ffi' Or-MAXSPACING. MUST BE ON OUTSIDE 4 2Xbm THROUGH SECURED SECURE TO BLOCK UYI-I/4' NON-STRUCTURAL VTAPC0N TAPCONS MIN. I -),*(MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I A') 8' CM WITHIN 8' OF EACH END 4 V DRYWALL IS,' O.C. MAX SPACNG. VX4' OR VX2' P.T. NAILER 2X64mo SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS CASING (MILL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H A C +334" 6 Groin 41. N. RONALD REAGAN BLU LONGWOOD,FL32750 PM: 407-77443078 FAX- 407-7744078 www.abdosigngroup.com AA B: 0003325 BUDDIV. So LiOT: SILVERADO LOT #3 BLK. #13 PROJZCTp 03719.000- 03132 MODRL: "2045-LANTANA" OARAGZ OWING: RIGHT PACE: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 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 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.30 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 MMM A N C N I T N 0 T 8 44 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 i� w sUNIDIV. & Lt)Ts SILVERADO LOT #3 BLK. #13 03719J 000-03132 mozu : "2045-LANTANA" OAltAGM 8VW0: RIGHT PALM: PRODUCT APPROVAL LISTING 150 MPH EXP. B at° m 8/17/20 NICALM 1/4"=1'-0" amino" D3 PIEPOII'M CONTROL JOINT RANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATN • S' Or— MAX (VERLA NOTE. DO NOT PASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLE* UV MACONTFIIY " JOIN O TEMP. DURING INSTALLATION PMTENER► To BE AP • T OL.IMAX VERTICALLY / i' _ — — /— _ \ J A6TI4 3 COAT CEMENT WRB LAYER 4, FORTFIDER BUILDING PAPER APPROVED METAL LATH FASTENED al. (VERTJ O.C. MAX AT SUPPORTS WRB LAYER R. STUCCO WRAP WOOD SEATING \)1FL LAIN *NULL NOT BE CONTINUOUS v To v A• To v TFRROUGN CONTROL \ JONRS BUT SMALL BE STOPPED AID TWO AT EACH SIDE. PER ASTM CI063 --- -- PRONDI 2X4 BLOCKING VO)A PLACED MT MAX W TO S' \ FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD ADTEERS FOR LATH TO BE NAILS Oft STAPLES N COMPLIANCE W) ASTM CW63 2. WRE TIES TO BE (NO. 0) 00416' SIRE 3. BLOCKING $NOUN MAY BE IN ADDIT1Oy \ TO WALL STUDS R&UNIND PER PLAN / Ol IT)LO IIKAIO . R. A OLPOLO NIYO. R. A J. C141ME - R. • A QRIYE - R. C OLF40W wAM-R.A 2. 47EAN - R. 6 �oLo • ® 1P0.0 RKW -R.A 2. MAN -pr. 6 sOINAeE -PT.0 4. IOW R. G OVER R. S T" Pr. C TCIICIN EoTrcm n.ANII4 1110. EOMMU 'LAND' U.M. Twn VEAL ftw. QQ (mom. YARD LAYER 4, FORIFBER BWLDNG PAPER (RM-E CILY) UM LATER -L STUCCO U%W (Rww QLT) EUcx-oTUr 0.A WINS (SIR COAL) EQ71. wBiI:L ItILXM —L AT EOROT Q RX# U Q.LI. «1.Rleenow Noma APPROVED BUILDING TMRAP SMALL SE LAPPED A MINIMUM OF 6' E VERTICALLAPS (ROLL 4k4' SELF-ADFERIIG MEMBRANE R.A6NIi6 (CQIPATBLE W) FIOU6E 6 ENDS) A 6' • LAPS. WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED NEED TO ISE LATH VERTICAL LAP t0 DE 1' APPROVED MOUSE WRAP. � WTM PORTION 6MEATMING TAPE PLA91WNS TO EXTEND ONTO PIPE bY / \ P OR Lit" PIPE .. W.W SELF-ADIERINIS MC'BRM! / \ PENETRATION .""ram FLASHING (COMIPATBLE W) MOUSE UAfAP MATERIAL) OVER 4StW /—x="x— . MEMBRANE FLAWNNG�0� APPROVED MRK LATH \ NOU6E IIRAI-. ., FLAKING TO EXTEND ONTO MPE ¢C X x 1 X X— — — — CUT AND OVERLAP ONE 6E;-9 OF METAL LATH �'- ME "11100 tE FLARING CUT AND OVERLAP ONE SIDE OP al SELF -AD ERNE MEFBRA)'E STEP STEP n PLA614INa UMLAYER I. I RC3 COAT CEMENT UIRB LAYER I, Vf—U-LDNn3F-A—FT-R" *Turco IIIRAI• STUCCO SRN- _ WRD LATER R, PORTFBER R 7, IBER / WPM LAYER R, PORTFIDER BUILDING PAPER BWLDNG PAF4R METAL LATH 67c6' SELF-ADMERNG MEFBRME PLASMIC OVER 4.4' SELF -ADMIRING ME'MRME TEEMPLEW OVER APPROVED WOOD SEATHM ENTRAPS, T AP(CLIPS. MOLIRED TO SEGJISE PLA04NG TO EXTEND ONTO RIP 1 �7 MPW URN TO PRAMNG 4'"4' *B.F•ADIERRNG MEMBRANE PLAS4IN6 OVER AFTWA7.ED r enN un+ HOUSE URAP. PLASMNG TO EMEND ONTO PIPE LAP, 4• O.lR ALL LM 2�17�,CONT. BEAD GT SEALANT 6CALE� 1 VJ'•1'-O' INSTALL EIRAP AIR ONISAIAPPROVED R O *FILTRATION DARIWER OVER KEATHINS ELASTCM RUC COATING OVER STUCCO) Gv. PNISM (SEE TUT WALL WCTIOW Q KIC KO UT DETAIL WTOU rm" MIL (e100 on UCLow MONQT.= VERTICAL LATH & PAPER DETAIL WOOD KEAn SIDE LAPS OF METAL PLASTER BASE* SHALL DE SECURED TO BUILOI P RAMINS ME'BEI. PAPEP THEY SIULL BE TWO WTM 004I6-IL (131-MM) STU= UAW AT INTERVALS NOT MORE THAN S• (22111-11IA AS PER ASTM CI063 TU6.L POR REPAIR OF TEAM HORIZONTAL LATH AM IN LAYERS. a BE PPA Eo & PAPER DETAIL WA40M WRAP TAPE PER MANUP. SPEC. OR PEEL A STICK WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2, 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER UmOOF/Iilal I WISEFM] WXW 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.Q. SECTION PER SECTION R703.7 ExNdar use oI portiand cement plaster shall confNT'Mth the sWIca0w mgLAe is of ASTM C 926-12A. Installation of ededor WWII and UamkV shell Coldly Vllh ASTM C 1033-12A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND - DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ----- — — — BUILD►NG PAPER) METAL LATH x—x—x—x STUCCO I SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ABCHITICT• 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327E0 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup'.com AA S: 000332E y� O F aam Stnwrv. de LOTS SILVERADO LOT #3 BLK. #13 P3lOJ> =#T 03719.000-03132 HODM- "2045-LANTANA" QAJtAQs OWWO: RIGHT lAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. WCUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO 04 ALLLSIDIDES,Yi CAULKING a JOINT ALLPER SECTION R703.7 ExWft lathlrm and phabNrlO 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. WRB LAYER M, STUCCO WRAP :1 HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 7, FORTWI15ER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING WRB LAYER 11, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD 0"TUCTION —METAL LATH 8' CI'N VINYL CADRIG LEAD 6' RAISED BAND 7<' To 1S• cflp-waL� ��EP SfJIEED 6• WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY OEFORE APPLYING Z FLASHING STONE VENEER OVER OCPATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION Ri03.1.1 / ASTM C-841-0% 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 i TOP 4 SIDES DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL h 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANJF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' --WENT PENETRATION SCALE. ?,LTA ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I [APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WRB LAYER 9, STUCCO WRAP B WRLAYER "2, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER 36' TO K' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) ELEC. METER FIELD VERIFY LOCATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP BO X OX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMCRAM B ENTERS OX, APPLY TO FAEDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC WOOD SHEATHING LAYER 4, FORTIFIDER BUILDING PAPER METAL LATH WOOD CONBTRJCTION - .I„�PI�NIe1.Mu�o'DWOOD FADTEN TO WOOD GTRICTURAL MEMBER • T' OG. MAX v CHU - 6' WIDE STRIP 8ELF ADHESIVE PLADHPIG, CLEAN M4 6O W BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK S. U1RB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING �x1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 61 STEP #1 STEP #2 LAYER 01, STUCCO STUCCO WRAP APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATMG OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE A i C N IT It T I G%Maso 41 N. RONALD REAGAN SL` LONGWOOD,FL32750 PH: 407-7748078 FAK 407-7744078 www.abdosigngroup.com AA M: 0003325 Oil anon. SILVERADO LOT #3 BLK. #13 FMOJMTN 03719.000-03132 I[ODnLe °2045-LARANA" GAIRAGM OWD10: RIGHT PAGIh WALL ASSEMBLY DETAILS 150 H E DATO 9/1'7/20 SCAZM 1/4"=1'-O" s� WA2 EXT. WOOD PIRAME WOOD SHEATHING WALL L WRB LAYER 9, STUCCO WRAP SUS -FLOOR DECKING WOOD WRB LAYER 4, FORTIFISER CONSTRUCTION BUILDING PAPER PRE-ENG'D TR)SS % HAT CHANNEL COAT CEMENT PLAS WEATHER RE�SISIEIVE- W/V TYPE 'X' DRYWALL R3 6' GAF. • TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER 4 �`% 4• POSITIVE DRAM J' THICK, 3 COAT CEMENT WOOD SHEATH( , nECY M'e� PLASTER s` METAL LATH WR8 LAYER M, ; j `� STUCCO WARAP \ WOOD SHEATHING— J' THICK, 3 COAT CEMENT PLASTER i ` � AMKb•WAUC-Te® CUSTOM CABM[i � FLASHING WRAPPED RASHIN4 WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW LLAAY 4P STUCCO 4' POSITIVE DRAIN WEEP 60MED, . a �',-;t}:d-^ • ; WARD LAYER -2, FORTIFIBER A BUILD( PAPER m (SHOWN POP i SEPARATE A V. s'= 6' SELF -ADHERE( WRB LAYER ' I PLASM WRAPPED P, STUCCO WRAP • CORNER OF CANTILEVER ` AMICO AM66-IIFIUC-T80 CUSTOM CASING BEAD q 4' POSITIVE DRAM I 2 WAKE waxen —_ NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10 A DTL. ® CANT. SCALE. I V2'•I'-V' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84l -013, MIN. 2.5 L55. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION AV — (LEATHER RESISTIVE BARRIER "1 3/4 RESILIENT WEATHER RESISTIVE AT CHANNEL SARRIER 42 IN V J' THICK, 3 GOAT CEMENT PLASTER 51V TYPE 'X' DRYWALL METAL LATH W/1'EXTURED 4 PAINTED WOOD SHEATH( FINISH J' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 D DRIP EDGE INSTALLATION WOOD CONSTR)CITON WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE RRI BAER 4 VINYL CASING J'THICK 3 COAT CEMENT PLASTER 7,.4WOOD tiNICK METAL LATH SHEATH( 3 COAT CHEADER/eEAM PLASTER AN71 SEPARATE ACCESSORII @b RIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL I' THICK 3 COAT C Y) CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER FEEL 4 STICK)� 6' PEEL 4 STICK •DRIP EDGE TO DECK I )6'XI -Y4 P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING bt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK I )§'XI V4' P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Y4' GAP FOR SAC!( ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL------ S/O' TYPE 'X' DRYWALL W/TEXTURE0 4 PAINTED FINISH THICK ,48 R3 COAT CEMENT VINYL CORNER BEAD VINYL CASING BEAD -� 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX Ys' GAP FOR BACKER ///// ROD 4 SEALANT Y4' GAP FOR SACKER VNYL CASING BEAD ROD 4 SEALANT — WEATHER RESISTIVE VINYL CAGING BEAD BARRIER h ` WEATHER RESISTIVE WATER PROOFING lot - BARRIER Q LAYER (2 LAYER PEE 4 STICK) DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 CPA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, %§' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOF( lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER k THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE SAFMER M (SHOWN FOR CLARIFICATION OF _ , _ , _ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x—x—x—X EDGE INSTALLATION -ADHESIVE FLASHING — — 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNIER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. ., . N i WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER w1, FORTIF15ER IBUILDING PAPER (14 A CORNER BEAD C& FRAME 2 1/2, CORNER BEAD (FASTENER 4 SPACING A Z' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY N OF ONLY) 14B CORNER BEAD C� BLOCK WOOD SHEATHING WRB LAYER 91, STUCCO WRAP XUMN SWEAT14NO EATHER RESISTIVE AR\\RIER M EAhER RESISTIVE ARRIER `2 SAF. \ -EEL 4 STICK 116'x3' 'L' FLASH( FULLY EMBEDDED N ROOF CEMENT UP X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)§' MIN. SPACE FROM DRIP FACIE TO TREX r- \PEEL 4 STICK SUS FLOOR 7® I )§'XI )§' P.T. OR SIMULATED WOOD (TREX) FILLER CONTW)OUS Yi GAP FOR SEALANT OPT. BACKER ROD. MODIFIED B® 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/S' TYPE 'X' DRYWALL W/TEXTUIED 4 PANTED FINISH J' THICK, 3 COAT CEMENT PLASTER / WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER R EXTERIOR COLUMN COLUMN SHEATH( i' SAP. -I)6'x3' 'L' FLASH( 'FULLY EMBEDDED N ROOF CEMENT I)§' X 3' 26 GA. GALV. METAL DRIP EDGE SET N KILL BED OF WATER PROOF( let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATH( VINTL CORNER SAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (w/"T" PT.ACT-TTATr_) UIRS LAYER 02, FORTIP15ER BUILDING PAPER-----,,, METAL LATH i' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING i WINDOW FLANGE WIRE, LAYI BUILDING METAL LL ;' THICK, PLASTER b'SELF FLAS-IINt DRIP C, WINDOW 15B CASING BEAD ® WINDOW (FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, I STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH J' THICK 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) A R C N I T E C T II 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 11 www.abdaslgngroup.com AA M: 0003325 8 2 y 4 OTJmDIH. Se LOT. SILVERADO LOT #3 BLK #13 0 slaw 00-03132 woans. x2045-LANTANA" GAnAGZ OMM0: RIGHT PAO3h WALL ASSEMBLY DETAILS 150 MPH EXP, B WOOD BNEATHING cae�BETA�o iPLTTER3 COAT CEMENT - �' THICK, 3 COAT CEMENT IX TRIM MER TO TRIM METAL LATH MBE!SEALANT PLASTER' WRB METAL LATH LAYER 01, 0 STUCCO TO ; STUCCO WRAP SIDING TRANSITION WRB LAYER 02, FORTIFISER ; WOOD SHEATHING BUILDING PAPER 1 SIDING WRB LAYER 42, FORTIFIBER : WOOD SHEATHING BUILDING PAPER - I WRB LAYER al, WINDOW FRAME STUCCO WRAP I METAL LATH I —. _____ .. �— WRB LAYER °2, FORTIFIBER i' THICK 3 GOAT CEMENT I WRB LAYER e2, FORTIFIBER STUWRS CO LAYER 91, WRB LAYER a, I BUILDING PAPER PLASTER t BUILDING PAPER STUCCOWRAP ; E-Z BEAD VINYL CASING &'SELF -ADHERING 1 METAL LATH CASING BEAD lW/�6' FLEXIBLE PVC SACKER ROD) FLASHING i I &' SELF-ADHEREING I VINYL ANGd LED EXPLODED ' THICK, 3 COAT CEMENT FLASHING OR PEEL t STICK I CASING BEAD t'' CVE LARITY) PLASTER SIDING TO STUCCO I WRB LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING CASING BEAD ; MEMBER DRIP CAP 1 (CROSS SECTION) &' SELF ADHESIVE FLASHING WINDOW FLANGE STUCCO LAYER i1 2X FRAMING WOOD SHEATHING VINYL ANGLED ` WO nacriCN 1 MEMBER DETAIL BELOW EXPLODED CASING BEAD __ ��TM�' FOR CLARITY WEAWRB LAYER 02, FORTIFIBER TW �aeTlvE `-- BUILDNCs PAPER i WEATHER RR "TIVE \ -------------------------------------------- ' METAL LATH :'..g. j� lx�Y aDwS ��6'600-ADW i THICK, 3 COAT CEMENT •': '{� ; PLASNa+aPLAOMNS OELF' "a' s � I 3 WEATHER REMeTIVE V4' GAP TYP >�' THICK 3 GOAT CEMENT PLASTER PLASTER ��BEAD / \\ I\ uEATWER REMSTIVa /' SEALANT GTOI W NDOW METAL LATH &'SELF -ADHERING �+ �� erARrER arRIP �I �\ MAJIM R a / FLASHING i \ _ PLAGWIH ADS ! F aALVV METAL \ ZLLFLY4MIISiS� I WRB LAYER 02, FORTIFIBER DRIP CAP r M.AOHM i BUILDING PAPER I • x e• a Am A WINDOW FRAME WINDOW FLANGE TRIM WOOD SHEATHING CASING BEAD ® WINDOW %tl `xe aWULA (FRAME, W/BAND) IWiiboDrRnMme�R 15C \�`�' Olt APPROVED alALAM SIDING TO STUCCO WRB LAYER 01, ® BLOCK TO FRAME 1 STUCCO WRAP WOOD SHEATHING 19 TRANSITION I ' WIDE PEEL t STICK O I OVER FLANGE WINDOW FLANGE v 77 I METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-041-09, MIN. 2.5 LBS. WOOD SHEATHING PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER 01, BEYOuON 6' 'aWER04 STUCCO WRAP ATHMo WEATHER i �SIaTIVE WEATHER RESISTIVE \� mOFQ PNO16TNE 9�Jj{,r�R� A TOP ER / � WRB LAYER "2, FORTIFIBER WVSxREYEALAI"61D1f,IG I BUILDING PAPER e• sEN-AojaRMo I �MaT"E FLAeHMr, �\\ � ��Menvc METAL LATH / STARTER STRIP \ \I \ \ CALYR METAL I Ae THICK, 3 COAT CEMENT on PLASTER 0AL I WEATHER�� AI HER'IIIETO TT,IVEP CASING BEAD ® RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1'-O' W30De71tlMS�R v ! R. M WVE TOP OF' PLAA L•Z EIEAD NNri ca9M6 `� Y• x e• 8R11LATED twli' R EXIBLE Pvo , WIaOD rRln rerIBER BACKER ROD) \ / • SELF-APH10mm e• SELP-APHERMO 1 i R.ASHM6 FILAGNM CAP UACAAAL CHIT IN.A6Tom \1\ O! AP"MOVED WA \ W, WEATHER 641utlEle i^aeleTlvs AXWER �MSTIVR WEATHER REMOTIVE E-Z DEAD VMYL U BARRIER 4 D OGERI ROD)PVC SIDING TO STUCCO weAT emmmwlVE ® FRAME TO FRAME 19 TRANSITION / E-Z BEAD VINYL CASING 1 2X FRAMING—/ v A (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP BUILDING WRAP ------------------------------------------------------------------------------------------- -- � Z BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — - - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — A RCNITICTI 6 rl&a0Grou L44i N. RONALD REAGAN BU LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www abdosigngroup.00m AA #: 0003326 8 0 3 � 5 S�IOe�ERADO T #3 Ka'• #13 PMJRCTp 03719.000-03132 WODM "2045-IANTANA" oA>RAGN BMWO: RIGHT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B cur HOWEWML4R AT AS'ANSLE MODIFIED T Cu N HOL4wA P APPROVED HOIMEIA"AP OVER NEATMMtl Mom "ID enNa "ALL STEP 1 **TAU S SELF-ADIERO R.ASHM OVER t"LNG PLAIME AT JAMES ExrEIOLHND MI N N 1' L \J/\ FLEXIBLE SILL PLASNPIG DO NOT SEAL e01rOM PN STEP 6 TCIPORAPULY — POLD-UP P SECURE HOWEURAP (OR TUCK PLAP UOLR) At HEAD ALIGN PLASHNG We Nr. EDGE OF SILL RO. POW I10USMIP"AP N AT JAMS / SILL MECIUNWALLY PATEN PANTED NANA. STAPLE!) N.OPE NLL Ito. TO DTTEROR NSTALL DuPont PLDNRAP A 11- PLAS WO AT of STEP 2 MULL •' _ PLASH"IG OVER VNTL MEAD PLASHNG (WTH BO DAMS) NAILNG FLANGE I SELP- E%TEO 00 PLA64 V MN PL Y92PO I' MN SET'OND JM'b PLANUNG MULL VNYL DRIP CAP STEP 7 POLD HOUSEWMP DOWN 1 TAPE OL400NAL CUT 1 ACPIM MEAD OP IIAlOQO AMSM AND HEAD 6-PLY TO SACK I @COW NAILM LANCE N LSE ILV 'M-PINC 4RD WLES OR NAM. MULL V NDE ADM" BACKED PLDUOLE PLASM MATEINAL OVER DRIP CAP JOW (PRDTECTO-~ ST-790C a EOUV) STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 t R M TIE CONTACTORS IMMMNSILTT TO VERPY TIE C0MPA1151LITY OF ALL PRODUCTS NCLUDNG HOUIEUNAP, SEALNJM PSELP-APWWR PLASM MATMINALS WED DURNO C"TRUCTION t. MULL ALL MATERIALS PER MANPACrUM M WWTTDI SPECIFICATIONS YIA eEALANTB MAY PEACT ADVCRELY P NDr AN AND SEAL JAM6 TO SILL JONTS UNTH OOW IM POLLOWNC" C0191-LETI04 OF EXTERIOR RETROFIT WORK � PANe SCHEME SHOWN SHALL BE N'IPLEMENTED AT ALL WNDOU6 WITH EVIDENCE OF WATER NTRAICN BELOW THE UNNDCW OPENm nNNMMOR P'ERMTER OF WNDOW WTH AECBITICTE Grou inn E1U=IV. s LOT. SILVERADO LOT #3 BLK. #13 PMJAMT# 03719.000-03132 MOD=N "2045-LANTANA" GAWAQZ 8MUM: RIGHT PAGO WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B D TO 8/17/20 EiCMM 1/4"=1'-0" EIAme= WA5 s� �\ 1/8' TEXTURED FINISH • WOOD, ` I/2, TEXTURED —2x6 SUB-BANb FINISH • CMU x x x x W/I'x4' NOTCH • METAL LATH END, WRAPPED IN x x x x x PEEL 4 STICK METAL FASCIA uAtAP WOOD SHEATHING x x x x x x oft CMU UM LAYER h, x x x x x x —DRIP EDGE Itt t — STUCCO WRAP(FRAME ow.Y) WRB LAYER 4, FORTIFIEiER x x x x x x x x x x x x x x x x x x x x x x x x I —'1/8' TEXTURED I t FINISH •WOOD tt 2X6 SIA3 6MND -m 1/2' TEXTURED _ BUOWi APER (FRAME ONLPY) ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU FELT PAPER / t x x x x x x x x x x FINISH •CMU / tt / t DRIP EDGE x x x x x x x x x x DRIP EDGE METAL FASCIA t I I ; WRAP Ya' FROM t STUCCO, IFROM tt b �I� WOOD WALL t EXTERIOR WALL t (FRAME OR CMU) tt ;a NOTE: NOTCH FOR 2X(o tt SUB BAND ONLY ®ELEVATION ©PL,4N A © ` /"'11 V (� METAL KICK OUT x x % x x�;,�r—(REFERENCE :•SET OF OCOMPONENTS) —ROOF KICK OUT REMOVED tt FOR CLARITY -ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) -'1/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH • CMU -2x6 SUB -BAND W/I'x4' NOTCH o 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 • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. 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/%'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/IYx4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY A I C N I T I C T 8 6 Grou0n Wi N. RONALD REAGAN BU LONGWOOD,FL32750 PH: 407-T74.8078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 11 a iumm h L SILVERADO LOT #3 BLK. #13 rmJwTJ► 03719.000-03132 acoDZU "2045-IJOTANA" CA>RAGM sMM0. RIGHT PA03h WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B DATO 8/17/20 ✓sCAm 1/4"=1'-0" wimm" WA6 TE-1 L J TE 1 r — F2-24X24 F2.24X24 mM-161 i 3 wo4"CONCSLAB31/2+•jj:1 —T-0" 4'-4"3'0" r r 4" PVC I a N i�i CHASE I r;; I I b r en 1 0 err I 'r rr I Ir TOP OF i Y-3" " SLAB �� TE-1 i Z I U= I v rr I W. it w r% �I 9 s tO i ( 1/2 I � X 1" PVC CHASE FOR ELEC. E-1 —1 SLA D (rr 12 II W 1.1 I II i N rrrl;r rr c b r I i I b 9 11" �,r I r" 23'-6" r r 18'-6" br •I 4 1 r` EXTEND r _TE-1 �� I SLAB 1 1/2" rl v TE-1 v — — TE-1J v, tv I "2'-8" 4'-10" 5'4" 1.1 6, 8" I • I FI-31/2"# I 'P I I EXTEND �I 2q "6XISLAB 1 1/2" I CQNC. I N 14 I SLAB WWI 1 -3 112+ I I W �_---I 2 4W 'E 2 N O I �I 5'-2' 4 I cr I) • r TE 1 — I' •I I ILL 1 1 12-24X24 I-51/2 11 I. I FM-16X18 — — J �FMC�16X18 FM-16X18 FMC-16X18 4'-4" 16'-0" 1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.1211INDICATED #5 BAR, OINDICATES #6 BARMNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13(ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED X-T O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION DOWEL LEGEND © 8'xb' MASONRY COLLfNW uu (2) 4b'S ARE DESIGNED TO ISE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE 6LOCK AS SHOU N 0 -5 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..1 A OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 18" - (2)#5's - (+)0'-0" FMC-16x18 1W CONTINUOUS 181, - s #5 IN CURB VARIES F-24x24 24" 24' 12" s + "-0' TE-1 8" SEE PLAN 8" MINS F1-30X30 30" 30" 12" (3)#6'S s (_.g F142X42 42" 42" 12" F2-24X24 24" 24" 12" (2) #5'S IN - v-0" FOUNDATION PLAN SCALE: 1/4" =1'-0" A I C I I T I C T 8 Grou�� 41 N. RONALD REAGAN BL7 LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 BIIIIII anon. 9UDDIN, ae LOT SILVERADO LOT #3 BLK #13 PROJECT# 03719.000-03132 MODEL+ x2045-LANlANAa GARAGE 81FMC: RIGHT PACE: FOUNDATION PLAN 150 MPH EXP. B PRINT 8 /20 DATE: 81CALIC: 1/4"=1'-0" 9IiEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING • STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED �. CELL SEE PLAN FOR SIZE AND <_ o. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v 111 0. SPACING REQUIREMENTS P— C w GARAGE DOOR RECESS • J � 0. C N Z 8" CMU WALL O 8"CMU WALL >I I CORNER BARS, SAME SIZE AS LARGER BAR B+ W W Z • IN FOUNDATION WITH 30" LEG EACH UI = +- 0'-0' A. TOP OF SLAB *• 0'-0' TOP OF SLAB d WAY AT ALL CHANGES IN DIRECTIONS I .., 50 THAT THE STEEL REINF. IS CONTINUOUS y ...f ,�....-... MATCH AMOUNT OF CONTINUOUS BARS •I • CURB FOR • - • . EXT. PORCH SLAB W/ 1/2" ISOLATION, SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER(t-STORY) #3 18" .' EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE -`- I 4"CHAMFER (I -STORY) . ICI I�r - a '- v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ��D. AT ELEV: JOINT (WHERE. a 6" CHAMFER (2-STORY) #4 Y4" W/ 1l2" ISOLATION 1 . e ` 6" CHAMFER (2-STORY) ""--► ..' 0-0 ��((( APPLICABLE) Z SEE SCHEDULE N5 30" JOINT (WHERE APPLICABLE) .. Z •��"'.° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR W%D, BAR SIZE FOR W%D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY" AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO r,_"�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4"=l'-0"@ U2,"� GARAGE SCALE: 3/4"=V- CORNER BARS DETAIL OPENING 3 0220OR SCALE: 314"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W116d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT HEIGHT NAILS, 2•R0WS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN uJ 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE W O a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE j NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x®" WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. a SECURED W/ 2-PART 0= g TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SIAB W/10d MASONRY 2" CAPPED a EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. @ 16" OC GALVANIZED PIPE -� < 81, UNO SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. WIFLANGE 0 BASE FOLLOW ALL MANE BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT K SPECIFICATIONS FOR O ANCHORS W/ tOd x 1 1/2" REQUIRED WHEN NO 4 = USE AND PREPARATION OF COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W O UPLIFT IS PRESENT. 0 4" HOLE. 3" IL Z K x SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO J Q Q SLAB W/(4) 1/4" X 2 1/4" p r ' .- p-0^ +. 0- . TAPCONS QO a TOP OF SLAB • TOP OF SLAB 4" CHAMFER (1 -STORY)° �� g �— ° °- 6" CHAMFER (2-STORY) e' 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 INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION 7 SQALE: 3a"=,'-0" (W/ UPLIFT) 8 SCALE: 314"V-0" = (NO UPLIFT) SCALE:3/4"=1'-0" scALE:aa"=r-a' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 24R0WS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL WI SYP No 2 STUDS SEE g PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0 C 16" O/C STAGGERED. m W ADDITIONAL METAL CONNECTORS NOT U Q a�a REQUIRED WHEN NO UPLIFT IS PRESENT, K N O 8" CMU WALL a' VARIES 6' Z_ POURED LINTEL CONT. (TYP.) 'gip.. 8"CMU FILLED CELL (TYP.) 3' 3' TOP OF SLAB '—EE SEE SLAB SCHEDULE 2X WALL FRAMING SLAB SCHEDULE IQ" DIA. SIMPSON STB2 BOLTS 5"MINIMUM EMBEDMENT INTOLATED"COLUMNPAD GROUTED CELL, 4" FROM ENDS AND 1p TERED UNDER WALL AND L F 16" O.C. VERTICALLY MAXRED MONOLITHICALLY WITH NDATION AND SLABSEE SCHEDULE ;ULE . m {� FOR WxD, BAR SIZE SIZE J AND BAR QUANTITY ✓ AND BAR QUANTITY SHOWER RECESS FOOTER FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 12 SCALE:1"=1'-0" (D,__�INTERIOR 6CALE: 3/4"_V-0" ( ) NO UPLIFT 0 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" A R C B I T L 6 T 3 6 Grou n 1441 N. RONALD REAGAN BL% LONGWOOD, FL327W PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.00m AA M: 0003325 r UBDM & IDT: SILVERADO LOT #3 BLK #13 P1gOJt0CT* 03719.000-03132 1LODMIA "2045—LANTANA" OARAdffi SKIING: RIGHT PAGE: DETAILS 150 MPH EXP. B DA 8/17/20 DCA=: 1/4"=f-0" aI�tEET 41,I S1.1A DOWEL PLAN SCALE: 1/4" = V-G" Groin $1 N. RONALD REAOAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 anm�: aysDiv ae L07: SILVERADO LOT #3 BLK #13 PROJECTIL 03719.000-03132 MODEL1 "2045-LANTANA" GARAGE STING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B [,q0p-lNT8/17/120CALE: 1/4"=V-0"HEET S1.2 TIE VERTICAL REBARc O THORIZONTAL = REBAR Z GROUTED BOND BEAM " � VARIES PER ELEV. Z N trn f . J I• a CLEAN OUT REQUIRED Q FOR INSPECTION m I 0'-' FIN. FLR. TIE RTICAL REBAR a TO HORIZONTAL REBAR W/ 10" HOOK ��''11{{��'' Z W M#742"] HORIZONTAL/VERTICAL REINFORCING SCALE: 8'k8" MASONRY COLUMN W1 (2) #6S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 ❑al DOWEL IN FOUNDATION. LB„L DOUBLE FILLED CELLFILLED CELL SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS M#7 48 B161 METHOD 247 HORIZONTAL/VERTICAL 30" REINFORCING 38" 2 az" SCALE: 3A"=1'-0" #5 BARS 0 mJ a� a � �-0° rm T CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3l4"=V-0" A I C I I T I C T i GMD i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7748075 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 Hamm; svaDty a# LOT: SILVERADO LOT #3 BLK #13 PROJECT# 03719.000-03132 MODEL" "2045-LANTANe OA1tACE 8MMO: RIGHT PACE: DETAILS 150 MPH EXP. B 'UNTDA 8/17 scAix: 1/4"=1'-0" @BEET S1.2A LIFT BEAM PLAN SCALE: 1/4" = l'-O" GENERAL NOTES 1)CODES 1A FLORIDABUNDxK3 CODESNEDMDN,2017RESIDFMIALSECTIONSR402.2&MOB. 12 FLWRM BUILDNG CODE, en GD(TKxy 201T BUAIAN(i, SEC1KkRe 1S012&21W. 12 BU9D&NZ CODE REOUIREMEMB FOR REINFORCED CONCRETE (AC1318-14). IA BUILDING CODE REOUREMEMS AND SPECIFICATION FOR MASONRY SR'&ICTURES(ACI 530-13&ACIWA-13) 1.5 AMERICAN SOCIETY OF CML ENGINEERS MINNUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7.10} 2.)CONCRETE: 2.1 CONCRETE CO&WRE88NE&TRENGTH AT 28 DAYS: 21 PRECAST W/STANOWD RENFORCEMEMAOW PSI MIN. il:2 PRE-CASTWIPRESTRESSREINFORCEMEM-0000P81 2.1.3 GROUTPERMTMC476 -3D00PSIWIMAX."r ADGREGATE,rMIt'SLUMP. 22 R .1 STEEL BARB: 222 STEEL ACED w PRECAST LIMES AT K (PI OF FABRICATION ASTM IS ( (GRADE BD) 22.E STEEL STRTEL ANDS ASIG/ MIST MRE,S (PI -ACED REU FIELD) ASTG M151GRMEdO). 2.3 PRESTRESS STRANDS ASTM M187iYBE, 311RE96 RFIEVEO zw01 AIL 21 CETAILREINORC TV IN ACCORDANCEWRHACI315. 2.5 D45W TPERASMTION88HPLL COMPLY WITH AG STANDgRpB. 28 D4.SWRE PERASTM MBB 9.1 CONICREMMUMTE MASONRYACOM RESSNE STRENGT 200". ASTM GBO, NORMAL WEIGIR WRH MRMMA NET AREA COMPM38NE STRENGTH 2OWP31. 3.2 IS FULL M SHOTARLL OONOR E TO REWIRED 2/O TYPE'M' OR'S' 3A MNI M AGGREGATE ARE RE WIRED 9A OE LESS THAN fWLTE260AY COMPRESSIVE STRENGTH SHALL CMUBE ES ANDSHED AR BYSHE NOT SELESSTHANFM= O PSI. MASONRYSTRENGTH SHALL BE ESTABLISHED BY TEEM 8TRENGTH METHOD' OR, ALTERMTMELY, BY TIE'PRIBM TESTMEf3pD' WHERE lI6M REWREMEMB HIVE NOT BEEN MET. 418.1 SAFE RAL: ACCEPTABLE BEARING OF FLORIDAPER FLORIDADES BUILDING CODE BTH EDITION, G, S CTION VIAL, SECTIONDVBB.30RASED SIxLDING CODEBrel ANALYSIS PER BUILDING, SECTION 21w.1 42 SAFE LOAD VALUE88 WON MTxNTDESIGN EDLOADS 1-YBISPER ACI31 TABLEI530 4.3 CESM.NERMAY BASED KSMT ENWW LOADSFRO ATdDFEWXAWAYFM FACE OF TIN) MA%MW REBIBTwG MOMEM AND SIfA3RAT E DISTANCE AWAY FROM THE FACE OF THE SUPPORT, 4.4 FORLWTEL LENGTH ATB'r ORGREATER-EQUIR DAT EA FILLED FTH UNTELROIR AND MIMPAW ONE A r5 VE AMR REBAR IS CLEAR S AN EACH END OF THE L91TEL. 4A LIMELS THATNOT SE GREATER UNTIL 2 DAYS AFTER AN MUST BE PLACEMENT TEMPORARY SUPPORT. NOT BE REMOVED lMT& 2 DAYS AFIERGROUi PIACEMEM. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSGN HETA18 W/ (9) 10d x 1 In' HOG NAILS, CONCRETE TO WOOD FLOOR: SIMP:ON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPON H10A OR LGT2 W/ 10d x 1 V2" HDG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE. CONNECTERS ARE TO BE GALVANIZED, 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" - x 2 7/8" LONG, WITH WASHER ® 18" 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 O'A", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESIDR FTT10IN REMARK 10 (2) ZX12 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 (Pei) WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 8"XV' (1pi5 GROUTED SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) B"x8" RECESS DOOR HEADIER GRAVITY & UPLIFT SAFE 8"x12" RECESS DOOR LOADS (PLF) HEADERR 1BW a a eni ml 6R) ofl em n1l mm.F- l2)w.awwf Ix)HP.a PRICER (2 -.1 E M. (xlwbwiRE a'. PR I 121wbwwf (2)M3 eM � (2)-12)N 2,W P- III..- 12)..e 1. P--T a)04- (21M 1- e'r P.-I a). -RE 12I MN.a Y-,' (2)04-1- (2) RP. rr vRecter mw.awwf mKP, rowa- mMn.. PAeeAer mw.ewwe mra.4 .1P.- PREwbi mm--. mMb., rr PRf 1 mwsvnRE1 (21Na.4 IM GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6"RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32' RECESS DOOR HEADER AE1 1 w' ,�UIm1 4a Mal�)u1Ml aniUml '"ifu�i TbO000M �WW P.- Ixl w.a WlllE allu. mw.aWIRF a). PR-1 Ix)-S ITN Mb. b11 16000 RM 1- rr PR-T a).- (TW 3 f0000 im 1000x I= m-- ITMa: 4nu --T mwswwe m,1P.I ,baA ,boob mwewwf mre mw.awwe m,A.e rr eAaT Izl w.awwf m11oa x»b >wa e»z r - vx-cc-ArT RI.- (M-1 7,Bx • mwewwe mHe.3 b» ea' 4•r vRfcAsr Mw.avnAf mrm.3 bee ru' vREGBT mw.e WiPf (31Ra.4 »)a b'P vRECAeT a)w.a YARE (x)N6,4 b»e Ixlw-awwf mw4mu (21w6vARE MRP.4 Mf0 i RId6YARf mw.. e•+ R).- MMb.4 "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 61ISM-61ININA I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH O O Tr (4Y) PRECAST 2231 4'-V (45") PRECAST 1000 Wr (54') PRECAST 1508 F 4' (04') PRECAST 1217 V-10' (707 PRECAST 1062 Vr (70") PRECAST WS 'r4' (W7 PRECAST 7M W-C (112') PRECAST 664 10r (120) PRECAST 476 114" (1351 PRECAST 382 Irr (144') PRECAST 337 me (iW) PRECAST 2B8 IC-V (11N') PRECAST 270 14'r (17S') PRESTRESSED NA IT-C (1841 PMVRE88ED N-R 1r-C (2D0') PRfi8TMM N.R 19-e (2 1 PRESTO N.R. 2TW W PREI N.R 27-V RNI PRE8T N.R. 24'r (W0'j PRE81n6B8E0 NA e-m=m=mm evevemeveveoem eoeoemeoemes:em veme0000m eoeoemeoememem 0mtmavevoev emeoemeeoemem emevevevoever� emeoeoec7-eE!r1w-= ememevevevevem eoeoeo�r_I!�!em�e�r_! eme®evt�eveoev 0movoes.�e �mooevmo evemeveveoer�o evemeveoeoe�e evet�eveve©ever "OEM K =10 'oom0omo eoet�eme®eoeoeo evee�eve©evevev ooememmoo ®o"mmm 000mmoo ©om0o©o 000mmoo o©0000© let�evemmevemm� 000000© ©mmm000 o©oo©o© eoeoee�ememevevl evoMER" memem 000a©eta:mee: LIIIIIIIIev eer�oee�oa®emev 0000000'. �es�ee�eoe©ememem' ee�oeve©ee�ee�ee� tm 240 40 e54 4N I= M12 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'SAPE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO SE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �/4�/NIOI SAFE LOAD - POUNDS PER LINEAR FOOT Tr (42') PRECAST 1025 1024 1588 Tr (421 PRECAST 4'-0" (4n PRECAST 785 783 I= 4'r (M') PRECAST 4'r (541 PRECAST m Sol 1073 4'r (541 PRECAST 54' (1P) PRECAST 411 411 7M VI' (04') PRECAST 6-10- (Po") PRECAST 30 330 016 V-10- (70') PRECAST Vr (78') PRECAST 607 721 480 Vr Mn PRECAST rr on PRECAST 424 am 883 rr 810n PRECAST V4' (112) PRECAST T18L51 230 84' (112) PRECAST tar (12r) PRECAST 284 1W 10r (128n) PRECAST 114- (138) PRECAST 2W 154 11'4' (13n PRECAST 17-M (144') PRECAST 244 137 Ir-W (144) PRECAST 1T{' (16n PRECAST 217 110 134' (180') PRECAST 14'r (16n PRECAST 205 203 1W 1vr (14n PRECAST 14'r (IM PREST N.R. 264 81 14'r (IM PRE811S8FD 16'4' (134F) PRESTRESS® NR 250 83 IF-C (184') PR581%98® 1r�' XV) PREF N.R. 194 64 try' MV) PRESTR� 1VW Mn PRE Nit. 1M 52 184' Mn PPOTFOW 21'4' Mn PRE8TRE88ED NA. 125 42 21'-4' 0150'1 PREST17�8® 22'r (28'49 PRPBIRE� N.R. 110 M 22'-0' PM'4� PFIF97 24'r Mn PRESIRE'88W NA 01 33 24'4r C1e59 PR681 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO B�TOR EXCEED VALUES STA11W ABOVE PROVIDE L41NNUM C OF BEARING PAST EACH SITE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 A7WOMUS0, 6 1441 N. RONALD REAGAN ELYD. LONGWOOD, FL32750 PH:407-7746078 FAX: 407-774.4078 www.abdosigrtgroup.com AA 0: 0003326 BtMDIV. 80 LOT SILVERADO LOT #3 BLK #13 1pitojzcT# 03719, 000- 03132 MODULI- "2045-IJOTANA" GARAGE OWING: RIGHT PAGE: LIFT BEAM PLAN 150 MPH EXP. B • #5 CORNER BAR WI EA LAP FOR EACH COURSE OF BOND BEAM • VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-D" NOTES TO THE INSPECTOR/CONTRACTOR n.p gk8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cO 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG'(� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BAR IN EACH COURSE. TYR 8,,xl6" O J� �\,(c COURSE OF HE DOUBLE D BEAM S OBEAMS S PLACED. THE THE BOTTOM BONDBEAM �^ TTED AND A LIE WITH STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, l6 DBL. BOND TOP OF B%EAM W/ (1 #5 BAR BOND BEAM •\O 0 EACH COURSE G 8x8 BOND BEAM T O • �OQ��\� W/(1)#5 BAR .�'� BOND SEAM F =FILLED W/GROUT q\AO U WILLED GROUT SOLID FROM TOP .TPA NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 8x8 PRECAST CONCRETENOMINAkl6-lT/1 LINTEL W/ (1) #5 BAR (L2) Qp' HEIGHT #OF#5'S, TOP LENGTH OF BAR WIDTH OF MASONRY 9 OPENING - T' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XF%X- IT/ iWOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4"=1'-0" AND xFxx - 17/oMroBINDICATES a SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XU%X - 1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1.3116 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE,145 MIN HEAD I WINDOW SIZE 300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4) 8" FROM EACH END AND AT LOWER ELEVATION 1811,01C . MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 81�„ 2x6 (MIN 2 X 3) 2-3116 TAPCON .a PRECAST .a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 1B" O.C. MAX. MIN 1-i14" 0 n EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SHANK 145 MIN - AS TO ALLOW BEqlN SIZE .300 MEN EMBEDMENT 1 BAR TO BE PLACE 1/4" 8" FROM EACH END AND?2X4LOCKINGSHEATHING W/UPPERANDLOWE #5 MIN. REQUIREDIN 18" O.C. MAX. MIN 1-1/4"ER BLK. EA, ENDBOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ HEATHINGSTANDARDACIHOOKTYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4SCALE: 1l2"=1'-0" DETAIL ARCHWAY FRAMING AT CORNER STEP 1 5 J SCALE:34"=1'-0" 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I s I SINGLE #5 CORNER p' BAR, 3Ox3O TURNED UP 5•r%` �O I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM XENSURE ER PROVIDE #5 BAR OR DOUBLE REINF. BAR(S), AT EACH SIDE STEEL REINF.OF OF ELEVATION THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 314"=V-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=V-0" A■ C N IT A e T 8 Grou ign Al N. RONALD REAGAN BL% LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 anon. ounDiv. k LOT: SILVERADO LOT #3 BLK #13 PROJECTp 03719.000-03132 MODEia "2045-LANTANA" GARAGE 8WD9G: RIGHT PAGE: DETAILS 150 MPH EXP. B 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 Wl (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. 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 ACCTUATED FASTENER, ZF 72 PSS36, .177" " x 2 7/B" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. AH11T 2X4 BLOCKING BETWEEN J TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. WI SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH17 AH19 A A A A A A HATCHING DENOTES KNEEWALL TO 13'-10" FRAMING PLAN SCALE: 1/4" = 1'-0" -01,44 A R C R I T E B T 8 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL312750 PH: 407-7748078 FAX: 407-7744078 www.ebdesigngroup.00m AA A: 000331 aUDDM & LOT: SILVERADO LOT #3 BLK #13 PROJECT# 03719.000-03132 MODZIA "2045-LANTANA" OARAGR awnCG: RIGHT PAGR: FRAMING PLAN 150 MPH EXP. B DAL 8/17/20 8CAIX: 1/4"=1'-0" aim= k. s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 7/" NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS DBL.STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) jl) 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 ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ix2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 8", 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" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) S ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE:� S8 BICIfERBLOCK D10KM 4500 3/4" WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T 3 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 6" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFMALUFL00R 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 GIRDER TIEDOWN REQUIREMENTS. �A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t x 5" TITEN HD TO CMU AND (12) SIDS t x 2 }" TO GIRDER B{I) SIMPSON FGTR GIRDER TIEDOWN WITH (2)1J" x 5" TITEN HD TO CMU AND (18) SOS J" x ix2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) j" x 5'7ITEN HO TO CMU AND (18) SOS }'x 3" IX2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 29, TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 1Odx"2 HOG COMMON NAILE 10 EACH END TOTAL OF 10 8B7[d BA'CIB'Aa= TftlCI" 4600 3/4" WOOD PANELS 6000 (2) 112" WOOD PANELS 80 (2)1/2" WOOD PANELS 90 2x LUMBER LVL/IJOIST WITH BACKER BLOCK 20 OR 2x6 WOOD BEARING HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18)16d x PLANS FOR SPACING. SINGLE 2-1/2" NAILS TO POST., BTM. PLATE TO BE PT. POST TO SIT DIRECTLY PROVIDE DBL. TOP PLATE ON SLAB PROVIDE BLOCKING 1/2"GYP. WL. BD. i, r,_"\I-JOIST CONNECTION @ L.B.W. °+ S°ALE:3/4"=V-0" (NO UPLIFT) OUTER i/3 ( SPAN ONLY BTM. - PLATE DEPTH IWO —HOLE EDGE >&S" —HOLE DIAMETER < 2/5"D SGL. STUD STUD NOTCHING %1 AND BORING LIMITS EDGE -518" HOLE DIAMETER < 3/5"0 DBL. STUD ------------ LVL/WOOD POST CONNECTIONS 5 SCALE: 34"=1'-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) l6d GALV. COMMON NAILS AND (8) 16d 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)16d GALV. COMMON NAILS. C - SIMPSON HGU828-2 G < 2400 LBS, U < 1810 LBS W/ (2) 31NI SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)18d GALV. COMMON NAILS AND (12)18d GALV. COMMON NAILS. D • SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3l4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 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 ATTACHMENT DETAIL SCALE: 3/4"=l'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0" ONOT USED 5'EOGE CENTRAL SPACING SPACING SEE SEE �CHEDULF. SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O W 5112"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 m LAP A MIN OF 4'4'. A 3. ALL BOLTS TO HAVE WASHERS = 4. EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY CLOSER THAN 8" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2)-PT DIA. x 3" MASONRY SCREWS MAY BE USED, neat soecwr_ ocn� uoce�cuT LEDGER SCHEDULE MARK SIZE BOLT SIZE B87BEBPAM CENBMLBPACNB A DOUBLE 2x8 1/2" 8" O/C Iel O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 200 1/2" 91010 16" O/C D DOUBLE 2XI0 14" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C le" O/C F DOUBLE 2X12 3/4" 6" OIC 1 1Z' O/C 10 WOOD LEDGER DETAIL _ SCALE: 3/4"=V-0' (2) 2X4 No.2 SYP DIAG. 2z4 BLOCKING BETWEEN W/ BRACE (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-(P' O.C. (AT SHEATHING 0'-0" TO 30'-W (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) -W BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK WI 1/2" 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 2z8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2) 10d'9 (ID EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. s11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" A I C N I T I C T I rowin G 1441 N. RONALD RE GGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com 0003328 y� O 3 sLmDty. ee IAT. SILVERADO LOT #3 BLK. #13 03719.000-03132 MODMIC "2045-LANTANA" GARAGE glTa TG: RIGHT PAGE: DETAILS 150 MPH EXP. B FLOOR DECK ^ cm CEO 2x6 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/(3) 16d COMMON WI (6) 3/16'.° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP LOCATED EITHER TOP OR OF FLOOR TRUSS, TYPICALLY 1G-0"BUT REFER TO ENGINEERING 2x4 STRONGBACK, �FLOOR BRACING SCALE: 314"-1'-0" N H6 SIMPSOMMON (8)8d COMMON NAILS 2x STUDS SIMPSON H6 WI (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4ISPH6 BTM. FLOOR PLATE STRAPS W/ 10d z 1TRUSS GIRDER RUSOR 1/2"HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" DBL PT 2x6 8LK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER E V TION .�• K aQ�f2 P R LEV I N m� 1X2 FIRE -STOP _ -,-„ ,3' 7� MI #8 WOOD SCREWS z 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN NI SIMPSON A23 EA.TRUSS 16-6 411 NAILIN-O�JPA-TTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) STION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3l4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED MI AS SHOWN j11111MN11 DBL 2X8 LEDGER TO CMU W11/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN 5-1/2" EMBED. FLOOR DECK PER ATION yNNLINO�IIPfA�- •TT6W R VATION PRE-ENGINEERED WOOD 2x4 P.T. GELLINGFLOOR TRUSSES (SEE NAILER WIFRAMING PLANSPLICE MASONRY NAILS)_BOTTOM 0 12" O.C. IX2 FIRE-STOPCTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=V-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) i8tl NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ 4 () 16D STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW O STAGGERED OFF CENTERLINE OFF 2z6; NAILS END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN O.C.l (5 2x4 BRACE 48" . MIN. FROM 2ND. FUR. FLOOR DECK E(5) ND NAILS END LINE 2x6 COOT. WINAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT MI 8d RING SHANK NAIL " C OR TRUSS (SHT. OF FLOOR TRUSS 8" CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING (ST. 2X6 IS FOR L SHEATHING NAILER) END W/ MIN 5�1/2" EMBED. 1Sd NAILS @ 8" O.C. MAX iX2 FIRE -STOP PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION .Y NALM PATTERN 0) O= U U a R P R ELEVATION F PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24 PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER WI FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) 12 O.C. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF BOND BEAM RED. BONG BEAM RED. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/TRUSS PLAN) AT TRUSSES PARALLEL 32" O.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 scALE:3a'=1-0" PRE-ENG FLOOR TRUSSES NOT USED 6 SCALE:314"=1'-G' O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES � STRAP TRUSS TO PL. PRE -ENO AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE�NG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 518" GYPSUM BOARD OR 1/2" HIGH W/ 1l2" DIA. ANCHOR BOLT W/ 2" A- SIMPSON MTS12 STRENGTH CLG. BOARD 4z4/4x6 SYP NO.2 WASHER SET IN HIGH _ U < 990 LBS W/ (14)10d 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. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS WI (14)10tl BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 24 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• • • SIMPSON SPH4 OR SPHS BTM 1/2" GYP. WL. BD. 0' AND TOP PLATE ANCHORS W! 10d x 1 ill. COMMON NAILS SECURE BT, PLATE TO SLAB W/ CONT, 2x4 SECURED W/ (2)10d'" @ EACH FILL ALL HOLES, DO NOT USE 10dxV' 1/2'W" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-112" EMBED. MIN. @ 16" 1 0a 10b 10c OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALLTO Via• POST 0 SCALE: 3/4"=1'-0" a A - SIMP50N MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • B - SIMPSON HTS-20 U - 1310 LBS W/ (20)1Gd GALV. NAILS. C- 2-PLY-SIMPSON VGT/HDU4 U - 4565 LBS VGT TO TRUSS W/ (16) 1M"x3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 114" X 2 1/2" SOS TO POST 9a 9b TRUSS CONNECTION L.B.W. POST T0� SCALE: 314"=1'-0" A&B - SIMPSON ABU4 Z POST BASE <U:1,900 G:5,660 W/ 518 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/ 618" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26) 16d x 2-112" NAILS TO POST. A A c N I T I e T I GMeowL Al N. RONALD RFAGAN BL1 LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP.00m AA #: 0003325 0 a 1 aunDIV. to LOT: SILVERADO LOT #3 BLK" #13 PROJECT* 03719.000-03132 MODEIt "2045-LANTANA" OARAOE BWD90: RIGHT PACE: DETAILS 150 MPH EXP. B PRINT 8/17/20 DATE: 8CALE: 1/4"=1'-0" aIiEET S3.1B SIMPSON H10A OR LGT-2 W/ l OdX1 a HDG NAILS; FILL ALL HOLES FIBERGLASS SHINGLES OVER — #30 FELT PAPER ON k O.S.B. SHEATHING OR? CDX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO BRG. H.T. Wl 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 & SPII BOTTOM MTW-12 @ EA. TRUSS 20 NAILER STUCCO OVER FELT OVER PLYWOOD `v 0 B ENTRY DETAIL—ELEV. F. PRE- ENG. TRUSSES SECURED PER FRAMING NOTES SRO. HT. SEE PLAN 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 OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 @ EA. STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN OF WALL, REQUIRED WHEN WALL IS OVER 5-0" IN HEIGHT 2x SYP#2 KNEEWALL FRAMED 16" 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!Y'x9" ANCHOR BOLT W12" WASHER SET IN HIGH STRENGTH EPDXY 6" EMBED. MIN. @ 16" OC MAX. CMU WALL m=12=1= C 19 KNEEWALL DETAIL (2) 2X'12 HDR W/FLtTCH PLATE. ATTACHED W/(2) MSTA-24 @ 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 J. 9'-4" T.O.M. 2X4 KNEEWALL TO BRG. HT. SECURE TO CMU W/ 112"X9' ANCHOR BOLTS WI 2" WASHERS SET IN HIGH STRENGTH EPDXY @ 16' O.C. (6" MIN. EMBEDMENT}TYP. A R C N I T R C T R rrn LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.00m AA #: 0003325 S auBurv. ae LOT SILVERADO LOT #3 BLK #13 PROJWT# 03719" 000- 03132 MODSL1 "2045-LANTANA" OARAOS HVM90: RIGHT PADS: ENTRY DETAILS 150 MPH EXP. B GABLE -ENO HIP ROOF jl`�F ROOF WIND DESIGN PRESSURES ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (46.67) ZONE 3 = 61.06 PSF (71.06) "A"= W-o' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DUWHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE .8d GUN NAILS G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 (SeRI ORINGS SCREW SHANK PER NCH) 8d SCREW SHANK 21/2' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL 8 TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS onnc sucerulur -�� EXTERIOR SHEATIGM USE 12" COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. Ol Q Z LU Z V W Y =U L7 W 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES J zW a LU Ya 2 U cn d zv C QJQ_ YZ WLU 0 cr en W en fn O W a mm��' 11 Mmmmmv s ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS . ?9 6" O.C. IN FIELD TV, EXT. SHEXfnING AT I (.. TO BE STRUCTURAL GRADE I'd RING SHANK GUN NAILS @ 12" O.G. IN FIELD or8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS C 12" 0.6,.jN FIELD /\J TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. W70MUAAGGREGATE SIZE SQUALL WSW. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOW: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WFATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC422017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 34`. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE B4AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL MASSONGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, E AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE = ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL 011, COIDfORMED STEEL STRUCTURAL MEMBERS 2017, ASCE 7-10 AND AISC SPECIFICATIONS RAIL MEMBERS PRESSURE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES EARED. RE BTO A SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. 8YP 02. 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 Al 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS- BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, 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 "TPIM/TCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psi TOP CHORD -Tron-Donartent REVIEW. TVP, MIN LAPS SHALL BE A3 FOLLOWS: BAR - 25" BAR - WOOD TRUSSES. 10 psf BTM CHORD �omm�cuffont 05 #7 42' AS BAR - 30" 77BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS REQUIRING ADDITIONAL ROOF FRAMING FOR LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY REQUIRING AD DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ACCORDANCE pef TOP CHORD p TOP CHORD (7 pal w/ ASPHALT SHINGLES) a IT (1 w/ No GVPCRETE)TM ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 5 psi f 10 pef BTM CHORD 5 BCHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=1SGEXP SUSECONDB,RI GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF S FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBATTICR201 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITf, STORAGE: HABITABLE ATTICS AND ATTICS SERVED FIXED STAIRS: 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 : 40p DIN NTS: AND DECKS: 40paf, GUARDS AND HANDRAILS: 200pat, GUARD IN -FILL COMPONENTS: SOpa}, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pa1, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf 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 5301 ASCE 5/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 MASONRYREGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGB SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CAD. GRADE F. = 1500PSI. 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 (COH-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 C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8` TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pL FOOTING TYPE T1' OR `S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE P ROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1667. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTORSHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MD( PRIORTO CONCRETE RACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5° d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SWILL BE TIAESTAMPEO WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 0 ADDED TO THE PAX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED.IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A. Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1.12` FOR NB AND SMALLER 2' FORM AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR S1A88, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B Fy - 46 kel. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N.BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTIOTI 9� TYPE SPALWO iFAIAfB® AF4LIGTxX1 Si1E TYPE 9PACNG REMMIM 1t2PTlu.-T0 CASE NARpENED NIL -GE- BUG 1I1DM. TAPCONANWMiY I-EMBE0.,4'EIDMST., I-ONRY/GONG. NAIL11/2"LONO. YOK To- NOWASHER FASTENER a'02 IVY EDGE DIET. OGD, AL. EXT, DOORS -EENARp..001 0 WINOOWmOOWFASTS.o GAMGE DOOR- 1YL'DU.WI EXPANSKN-T N,OIC -EMBE0.,4"ENDDIST., is PT, SEE NOTE 8 NAIL 1 I- STAGGERED INTO NASONRYICONC. TO MA90NRYIf.ONO WASHER ]" WD 3.1 wNMN .. C.OSB-ETEDCOIL swc W.00VADWNFASTENED NETALSTRAPTO CONTACT THIS ENGINEER FOR SPACING iK PT, aEENorea w,IL 11m LONG. sTAGGERED INro NAsprmraoNc. NAsore4rlcLNc. REQUIREMENTS E%T.SWNO DOOR BUCK q PT, BEE NOTE a (2).-'TMCgf NO WASHER FABTNER IY dC 11?ENIBE0.YEW. DIST.,1 1? EDGE O"T NONJ3EA18NG W000 WALL TO f% NC.8lA0 IIT E%PANSxN .'-EMIE- W/ WI9NER BOLT 21 pIST., J"EDGE pIST. bmWNOG\YW 0.1-AFa2- YOIC VEND.MST.,II- 9EE ITOSNELTE COL.,W1Wp ER STAGGERED EDGE MST. Oa 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 HOP, 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, A R G N I T 1 C T S Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA #-. 0003325 Hamm SVHDM de LOT SILVERADO LOT #3 BLK. #13 PROIJL•CT* 03719.000- 03132 MODMLA "2045-LANTANA" GAisAGE 8VrWG: RIGHT PAGE: DETAILS 150 MPH EXP. B AA