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Home My WebLink About7349 Steer Blade DrJ l J J 2558-HAWTHORNE FOR: • • • HOR11ON ' ' Amof ; s'� 12602 TELECOM E:)FIIVE, TAMPA, FL 33637 T491: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL UO3 ApL` WITH PREVAILING CODES FLORIDA BUILDING CODE NATIONAL ELECTRIC CODE, AND THE CITY OF i"F.PH�rRI;ILLe ORDINANCE` apt: 1 20�� pejaw DATE �YRI11L G1T� � j�p,�11l��R PLAN -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nmM $�G (ODE, W=jn1A1,, ng (y�p� gp -AIZ I MDADC. -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - VB -MIN. INTERIOR FMH - C= B -BASIC WIND SPEED - Vult 150 MPH Yflsd=l lLi MPH — B -1—STORY RESIDENCE 1-STORY .2_STORY RESIDENCE - MAR, HEIGHT AS PER LOCAL, AND STATE CODES ABV. AD ALT. AMP. BD. CL CAR. CLG. CLR CONC. CPT. C.T. D. DEL. D.G. DU. DIM. DISP. DP. DR D.S. DTL. EA. EEQ. V. EXH. EXT. F.GJPX. F.G. FM. FLR FLUOR . FTG.R GAR. DISP. G.F.I. GL. GYP. BD. N.B. H.C. HDR HOT, OR HT INSUL. INT. ABOVE ARCONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CABINET wE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EXHAUST EXTERIOR GL FIXED GLASS FUELGAS FINISH FLOOR FLUORESCENT FRENCH �R FOOTING GARBAGE DISPOSAL GROUND-FAULTCIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LAVATORY MUM. LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL SCALE N.T.S. ON CENTER O.C. ON CENTER PL PROPERTY LINE P.E. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURE TREATED R RISER RAD. RAINS RA.G. RETURNAIRGRB.L REP. REPRIGERATOR SM. ROOM R.O. OOPENOPENINGD.W. S.C. SOLID CORE EXT DR S S.D. SMOKE DETECTOR SET. SHET LE FLUNG EET SHWR_ SHEATHING SHWR SHOWER S[M. SIMILAR SL. SLIDING SL. GL. SLUING GLASS STD. STANDARD SWS SECTION L TEMP. TEMPERED GLASS T.O.C. OP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OFSLAB U.N.O.U.N.YPICAL O. UNLESS NOTED OTHERWISE V.P. VAPORPROOF W. WASHER W/ WITH WD. WOOD W13W WINDOW w. j WRoUGHT�RON DATE DESCRWTION 06/RS/19 ADDED 160-C �D,�„ ARCHITECTURAL SHEET DESCRIPTION 07/26/19 ADDED STONE CAP NOTE TO FROM ELEVATION PG CG —COVER PG {i _ ECi NER PLAN PG Al F7 QO PG ASS—EIJSVATION9 -B- FRONT A REAR CC�� B ONS "B- LEFT dt RIGHT �(i ¢1—�I PLAN GG PP 1- L[A®IN P G Nl— CHANICAL G 1- ��pGGG 2— PG B3- �UCT OVAL LISPING A �G AA�E-W AS Y DETAILS WA3-WWff Y f G WAO=WALL Y D MAppgS PG WAB-WAIL E1[BLY DETABS 07/2e/19 ADDED OPSN/NAL PENDENT LIGHTING AT RIUM 10/14/12 UPDATED LED LR)NTS PER DAHORTON 10/80/19 UPDATED Im DRTAM PER DAHORION I1/02/12 t CAI IAt1T ON FOUNDATION FOR INTERIOR NAIL R/ UPU T. 01/20/20 ADDED 2p@20R CONNECTORS I.LO. USP 11/16/20 MADE REGIME CHANGES FROM ENO. FOR RM CODE CHANGE 11/18/20 VATTING ON ENODMIR APPROVAL TOR DETAIL UPDATES 01/06/21 RIPATHED ERETS FOR THE 2020 FBC - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.PT. CAM'S LIVING 2A3� 8GL PT. GENTS 6'1 sa': COVERED LANAI 200 sa FT TOTAL 3,400 EQ. FT. STRUCTURAL SHEET DESCRIPTION PG 31-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG 31.2A-DETAILS PG S2-LIFT BEAT[ PLAN PG S2.1A-DETAILS PG 32.1Q_ DETAIL PG SS -FRAMING PLAN PG S3.1A-DETAILS PG 33.1E-DggTTAI1S PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TALES;& NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE %BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A A 0 A I T A C T I Grow 141 N. RONALD REAGAN ED LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 wwwsbdeslgngmup.com AA 9: 0003325 aysDlV. ae 2; SILVERADO LOT #20 BLK. #14 P1tGJIECT# 03719.000-20141 MODEL: "2558-HAWTHORNE" GAPAGE STIMG: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 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 DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. R 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. 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 ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINNM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. EXTERIOR CENAN 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL 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) 7th EDITION, (2020) R703.1.21A SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) FEB A N C N I T N C T S Grown 141 N. RONALD RFAGAN BL% LONGWOOD, FL32750 PH: 407-77445078 FAX 407-7744078 www.abdeslgngroup.com AA N: 0003325 ounDiv. ac LOT IN SILVERADO LOT #20 BLK #14 PROJECT/ 03719.000-20141 MODE1T1 "2558-HAWTHORNE" GARAGE BVnNC&: LEFT PAGE: GENERAL NOTES 150 MPH W. B 202 DA 1/19/21 DCALE: 1/4"=1'-0" J *1111c T GN R11111a 0'1111111111l11of!!!!!!!!R!!lo 0l!!!!!!!!!!l1,011!!R!!!!!llf MAIN !!!!lo -- o '1 61:1 :II'11 —' � � •�� j—o!l11111110'!11111-0!111111I1o1111111! ® • n 011111'0 01�11';0 0 • � • ��—o'i1111111o1A111111o'J11111'01111111!0 GREATROOM l 1' o • `\ o 1 i� J1111111,o111y11111ao111111111111''01111111R�0110 �•. -------------- O �� i o olol�o ��•�� - CLO. BEDROOM 11 e iTRAY MO.- TO 101-01I • - , '!`� BEDROOM 2 COLLARD�2' STEEL PIPE mI — 011111111111lii01111111 111110 011111111111110'1111111111111110'1111111111111Vo111111111011111110 35-514 "_Om42' H. EE J TEMTEMP. EGRESS EGRESS KNP. WALL W/ TEMP. GLA 24' TEMP. 01-8. DR FLOOR PLAN SCALE: 1/4 . i'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLEN LIM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EMIPPEO WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIC10686, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. w Ir HB -4' II FLOOR PLAN NOTES II - ALL DIMEN610N6 ARC PROM PACE OF T %' BLOM WALL (OR NOW OF FLOOR BLAB) TO PACE OF WALL 6TUD WI O. • ALL MTCRIOK WALLS ARC 3V UN.O. - DRIER VENTED THROUGH ROOF (V ,, NOT SCREENED. - AIR C01'TPIYE66OR UT ON 44WW POURED CON- PAD. PAD BEGM6 S' FROM NOW CP 6TR4TURC. - SEC SNCET 6N FOR GeNERAL Aim STANDARD BWLDMG NOTE& - ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT INTCRRrmit - ALL PULL WROW BLOCK UW-LO B NUM PILLED CELLS WITHOUT 0P4N1,G6 ARE SNEAK WALL& SQ.FT. CAM'S LIVING 2,531 BO. FT. GARAGE ENT 611 SQ FT. 51 SCS FT. COVERED LANAI 200 SNa. FT. TOTAL 3A05 Sa FT. EXTERIOR MASONRY WALL BRG HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' SQUARE LATICRETE BY HYDRO BAN. RO. 844ALL BE 14.5' x 149'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UNA. RIl!aNRi°euutlm MR m sawn tan s611x11os111 1aw116 NOT" RXITNE'. MIN WINDOW 9 D 243/-32.5 CRITERIA EXTERIOR 6WINYs 24 5 22S/-2w DR MM CRITERIA S1iD. MIN 86 D 20.1/-2D.4 CRITERIA we O}ID. 06 D 21.6/-21d III" 0)4D. 10 D 20.6/44A BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT t O.18 BLDG. CAT.=D, EXP.-B, MEAN ROOF HT. = 14'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO IRE'P TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP RADIUS CORNERS, SEE vAR1E8 MATERIAL TO PLAN CABINETS. BRACKET 4 _ INSTALLER SHALL DLOCIGING INSTALL FLAT ELECTRICAL BOX MBAR REINF-ORCMG AT ENDS OF PARTITION ARIE KITCNnN / BRACKETS AS WALL -..ADMCT .BASEC-y=NECESSARY. 2'X6'X35-1/4' mg LOW WALL i 2'X6' STUDS •w'or_ W/ 1/2' DRYWALL ATYP. CABINET SECTION SCALE:NTB A R C N I T! C T 1 Grouon 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA S: 0003325 a BLflBDly. 4 IAT SILVERADO LOT #20 BLK. #14 P!lOJECT# 03719.000-20141 MODZX,c "2558-HAWTHORNE" GARAGE 8WMO: LEFT PAGE: FLOOR PLAN 150 MPH EA. B 1P3iilYT 1/19/21 DATE: SCALE: 1/4 SKEET WE SHINGLE ROOF -4' RAISED STUCCO BAND (TYP) FOAM CAP W-4' ERG. I-GT. n AREA OF ATTIC = 3674 SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 = 12.25 VENTILATION AREA XSQ INCHES PER FT. (144) = 1763.52 SQ IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1763.52 = 881.76 SQ IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL # OF VENTS REQUIRED = 7.66748 TOTAL # OF VENTS PROVIDED - 8 SOFFIT VENTILATION AREA = 11.736 SQ IN PER LINEAL FOOT = 881.76 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED = 75.1329 LINEAL FT OF `AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) - — - — - — - — - — - -o20'-2' ELDG. W.T. RAISED STUCCO BAND (TYP) �H Willi uIll i �soon SENSE - looms111001 c 0 Q ❑ - FRONT ELEVATION SCALE: V4' • I'-®' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE: 1/4' • 1'-®' TEXTURED FINISH ENTRY DETAIL A SCALE, IR' • I'-m— D BAND. DTL. L BAND DTL. C SCALE: IR' . I'-0• Oger—� DTL. ,'_®• AIGIII ITLGTS Group'n 41 N. RONALD RFAGAN SO LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 aysaiv as LOT: S ILVERADO LOT #20 BLK. #14 PROJMCTIV 03719.000- 20141 MODZLs "2558-HAWTHORNE" aARAaR BWDM: LEFT PAOIM FRONT & REAR ELEVATIONS ., B.• 150 MPH B 4' FOAM CAP STONE VENEER I OFF -RIDGE VENT OFF-R� T OFF -MOW T \ 5 II OFF -RIDGE VENT Elio LEFT ELEVATION SCALE: 1/4' • I'-D' TEXTURED FINISH STONE VENEER TO CE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF -RIDGE VENT 9d RIGHT ELEVATION RoAl E. 1/4' • 1'-m' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS o'B'-4' EtiRG. HGT. FOAM GAP STONE VENEER FEH A N C N I T N C T t „Design PH: 407-7748078 FAX: 407-7744078 www.abdesl8ng'roup.00m AA k: 0003326 BvsDIV. & IAT SILVERADO LOT #20 BLK. #14 PRGJECT# 03719.000-20141 Moaau "2558-HAWTHORNE" GAPtAGZ sTfWQ: LEFT PAGE: LEFT & RIGHT ELEVATIONS "Bn 150 PH . B ELECTRICAL LEGEND SYM. DESCRIPTION -0- TANDARD SWATCH -WAY SWATCH Nam• -WAY SWITCH IMER SWITCH I-® BUTTON FLl ISCONNECT T HERMOSTAT NGLE RECEPTACLE (126v/20•AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT tERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROCFAiFI GEPTACLE(GROUND FAULT TERUPTER) ION QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) -Q EDICATED RECEPTACLE L MOUNTED LIGHT EILNG MOUNTED LIGHT ANT LIGHT OOD LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FTJ as BULB LIGHT FIXTURE a� BULB LIGHT FIXTURE BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OWN) 'x4' FLUORESCENT LIGHT (RECESSED) • x O CESS LIGHT • CESS LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) METER (FIELD VERIFY -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) FILING MOUNTED FAN 6 T FAN (1 OFM'I PER SQ. FT.) .4 JACK 1-0. DETECTOR (WALL MOUNTED) 0 DETECTOR (CEILING MOUNTED) 0 moNOX PC DETECTOR MOUNTED) IMES TV JACK E PORT LOCAT 1 PHONE OUTLETS 1 PANS • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 1 20 AMP BRANCH CIRCUITS TO DE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF I°DCR 1th EDITION (2020) 4 NEC 2W.12 2011 EDITION, • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • 15ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM NTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M5013 FBCR 1th EITION C2020). • LDAUNDRY ROOM RECEPTACLE SHALL dE GROUND FAULT CIRCUIT -IN RR)PTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CCALE PER ELECTRICAL PROVISIONS OF POCK 1th ED fZ@2@L • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED l2020). . eLl_ I AMRA A2Je1 I RC (AL:I mCTED w_Y RL LD _n_eo AND 18% OF LICaHTING M1UST BE ENERGY EFAICIENT TYI•E PER FBL. ENERGY [-ONSERVdTION 020. 1th (RESIDENTIAL ENERGY EFFICIENCY) 2EDITION R404.1 CAFE / 0 ISE 9 ' L BATHS�J PAN PRE -WIRED BPDROOM 3 CLG. FAN I I PRE -WIRED S✓ CLG.FAN I I � BEDROOM4 SD L O8D 1 My Wp GFI I PRE I / -WIRED CLG.FAN I LG.FAAN I i V GREAT ROOM / i II ® L I COVERED I I 11 0 I LANAI L °r LAUNDRY ®S� S/CO I r---- -- .):J wZ0 W LC i !TOR El El 10 1 �I� GFI L I D t BEDROOM i /, �' w • BEDROOM BATH t r — — ``\ GFI PRE -WIRED CLG.FAN I PRE-uA1RED I 1 CLG. PAN i I �• i L I I I - BATH 2 VP � � I I I (n I _ f__ l LED LIGHTING LED LIGHTING LED LIGHTING @ DOUBLE LAV. ® SINGLE LAV. ® SINGLE LAV. BATH I BATH 2 BATH 3 �GFI i I II I FOYER I L- PEI. FOR _ / - T CFI• 4C'APP. \ GFI C OUTLET GFI* ' VAFF. LIGHT / SWITCH i IN ATTIC I i I I GARAGE I CFI• � �•AFF. GFI CLG. OUTLET PRE_ =J L.T. OUTLET 0 FOR IRRIGATION �{ TIMER PANEL (fb LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE A02 HOUSE PUN: gas MDOEL Z045 SCI FT. GENERAL UGHTING K 3VA. PER SO. FT. 2 20AMP APPLIANCE CIRCUIT AT15WVA EA. 3, 1 IAULNDRYCIRCUITAT 1 I RANGEAT NAIVE PLATE RATING OR COOKTOP/OVEN 12, 1 WATER HEATER 4 1 DISHWASHER L I CLOTHES DRYER A 1 DISPOSAL 1 MCROWAVE 1 1 REF. 1, SUBTOTALOF GENERAL LOAD 36 MMTWKVAOFGNEXALLOADAT 10014 1 REFMINDEROFGN ERAL LOAD AT IVA.X 04 1061/ TOTALNETGENERAL LOAD TON NGT %1MP01 ZBANT X 240VA 77-2 WKW ELECTRIC HEATATEI- ISM NEfGFNEPALIOAD 246 NETTOTALMFAT TOTALLOAD 33. FUTURE GROWTH 10% 3383, CALCULATED LOAD FOR SERVICE 37,217 VA/ 2A0 V- IM AIR 200 AMP SERVICE REQULRED UQN: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARGFAULT TYPE PER NEC 210-12 REQUIREMENTS. NEUTMLUILUTATION: UGMTING,PPWNCE, IAUNDRYLOADS: 142G3 VA .VA,, UX)Pi, REMINDER 6 35% NETLOAD 6,90VA RANGE: 12,000070% S,N00 VA DRYER: 5,000.70% 3,5W VA TOTAL 18,949 VA NEUTRALAMPACITY: JjL4W Qz7SA a2 AL MINIMUM NEUTRAL CONDUCTOR. METER FIELD VERIFY FOR COACH LIGHT I I� I I II I' III l II I I� II I II II II I I i PRE -WIRED FOR COACH LIGHT i ( i I / I I ; WIRED FOR COACH LIGHT ELECTRICAL PLAN SCALE, 1/4 a I'-0' PROVIDE 3 2/0 CU. I % CU CND 2" C.ONDWT OR PROVIDE 3 410 AL, 1 AN AL GND N 2" CONDUIT. (CONDUIT TO TEMNATE ABOVE 60MIT • OYERNAMW 200 AMP ELECTRICAL RISER NOT TO SCALE, GE42NAL NOTES, COMDNATION A ELECTRICAL MATERIALS AMC) INSTALLATIONS SERVICE DISCONNECT SHALL COMPLY WTH ELECTRICAL PROA61014111 OF O WATCH AND ) LOCAL COS, AND THE TR7 GDITIGN (202EDE ELECTRIC ALL. LOCAL POWER COMPANY PUMNWO'EINM METER N NE"LA B. ALL CONDUCTORS, SMALL BE TYPE iNWnWN A DR ENCLOSURE UNLESS NOTED CTHERUSE mm POUER O"ANY TRANSFORMER! PROVIDE 200 AMP, I20C140 VOLT. 1 PHASE � SECONDARY' ELECTRICAL SERVICE PROVIDE S 2AS COPPER ICU) N 7" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3"ALU'IM1M (AL) N 2" CIA 6CIICOILLE SO PVC CONDUIT INLES6 SERVICE 16 PROVIDED BY THE ELECTRIC COM IRANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO BID. TBB.2IIall C:A• - piRAI/C! SRVICE [eitlPN'!Nr ONTIBANCE Ealn•QNr NTt:RDYOTE M BQOM TERMINAL AT LOW VOLTAGE CONNECTIONS, 1 R4 Cu SERVICE CROWD CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECT IC& PILE2VISIONS, OF F73CR ITN POITIGN (202®) SAY' DIA X • FT LONG COPPER CLAD GRCUO ROD AA9NITICT>f 5 Grown LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 W W WAIDdealgngroup.com AA S: 0003328M: 0003325 r c BUBDIV. &9 LOT SILVERADO LOT #20 BLK. #14 PROJECT# 03719.000— 20141 MODEL: "2558—HAWTHORNE" GARAGE 8Wn9G: LEFT PAGE: ELECTRICAL PLAN 150 AM E B jolut 1'PA34T 1/19/21 DATE: SCALE: 1/4"=1'-0" SHEET E1 N6 . . . . . . . . . O U/ B _ O I I C I C I I I > I . .' I n I v I — — — _ — — I1'-5 1/2, I 2'-B' 16-11 5/8- I '_�' I I I I I I 12'-II i5'_3• I I I I I I I I I i I I I i C I I 1 1 I I I I 1 1 I I i I wilpi Eli ID I I I q/ II i I I I I �� I I I I Iii I �� of-,l � n ii I I ! ul I I _ 1 --------------- I I C I I I I s > A I I I I r I Rr- '" M I I I I 9�I I � � I _� O Ov I L—J 1-H Ell Z' VTR KITCHEN SINK W/ AUTO VENT HB , I/2' VTR 2' VTR r rI 2 rI LAi'��1TUB 13' 25'-2' Z'-B' 3'-l' 4'-5' -8' Z' JLAV. 3' . I T ' I 3' I Vt HwmR3• 3• I 3. SHUJR I I IIII WASHER 4 PLUMBING PLAN TO SCALE, 1/4 • V-V PLrB MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. '8' TYPE ARE PROHIBITED. A R e N I T e c T 8 Group6. 141 N. RONALD REAOAN 8L% LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.00m AA 8: 0003325 aysD:v. at LOT: SILVERADO LOT #20 BLK #14 PROJECT/ 03719.000-20141 KoDEr9 "2558-HAWTHORNE" GARAGE 01MINO: LEFT PAOE: PLUMBING PLAN 150 PH EXP. B HVAC NOTES 1. ALL MECHANICAL ECUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC NTH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT DE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC IT14 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO I°='ITH EDITION (2020) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC NTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILING AND WALLS 844ALL 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 BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. . 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTEC14 DBF IIO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. MECHANICAL PLAN SCALE: 1/4 • P-0' SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRA86 PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.YG OPTIAMC FLOOR SLAB CLEAN -OUT (TYPN) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LIKE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN s LIGHT O/A OUTSIDE AIR ® THERMOSTAT I9 PASS-THRU AIR GRILL COUNTERSINK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED � EXT. GROUND CLEAN -OUT (TYPN ) SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT OR EQUAL SIMPSON WD ROLL STRAP 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) sSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM R y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER---y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE _ IN AN APROVED DRAIN, AS PER FDCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS Growo'n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA #: 0003326 A amm. sunDIv. & LOOT: SILVERADO LOT #20 BLK #14 -20 LEFT PAGE: MECHANICAL PLAN racar'- 1/19/21 DATE: ECA .JC: 1/4"=1'-0" M1 2X4 TOP PLAT! A N C N I T I C T I Comae SCAM PRE -FAD TRJ86 VI' 1111QG 7 COAT I' CTe! eQ In' C.G. BOARD =. AN•L�T °TRnMAL role Comemy TO P. 7 NOTE: STUDS IN 5' DIA. SLEEVE, nAeoReT CNJAC�rotRl YG�' i� PARTITIONS SUPPORTING `PLL"F`P Grou 11c. DO NOT GUT RIO. In' DRYWALL WALL HUNG PLUMBING REAR CA" *ow.L °°'LA"T FIXTURES AND WALL L441 N. RONALD REAGAN BLVD. CABINETS SHALL BE NOT PIPE w �'�°T� LONGWOOD,FL32750 LESS THAN 2x4, WHERE BOND SEAM O NOT CUT Fneula•Rwa.�LK ANDUND Y PH: 407-774-6078 SPACED NOT MORE SOLID GROUT THE BOND w RRACK8° RAClQM ULL vrwAk407-7744078 SECURE BT. ax4 WboO W/ (U- 5 BEAM "''O1T.�•'D• rA•Ter® To com RATE TO SLAB STUDS •a4• THAN Ib' O.G. OR, NOT _ • •Ar undo imv Rm AA B: 0003325 W/ 10d MASONRY oa LESS THAN 2x6, WHERE (2) COURSE _ _ KEBABS Rm. �� a .,.� NAIL • 32 oG SPACED NOT MORE ry, �,e ��° MAX THAN 24' O.C. R0O1" TRAGC DTO 7\ W PRODUCT . SLAB APFROVAL RIG ®'-O' FIX. FLR m— PIPE THROUGH BOND BEAM 26 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS TYP. INT. WALL NON-BRG. Dl SCALE: 3/4'•I'-m' D1 SCALE: 11/2'"1'-0• D1 6CALE. 3/4'.I'-& FIBERGLASS SHNGLES a FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. ----_WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR 5M.U. FIBERGLASS SHNGLES AS PER FBCR 9C5.1.1. • EA. END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING 15ETWEEN TRUSSES THICKNESS AS PER SWEET SNI FIBERGLASS SHINGLES 8 AS PER THICKNESS AS PER WITH UNDERLAYMENT AS PER FBCR 909.1.1. SWEET SNI. SECURED PER PER STRUCTURAL DETAILS AS PER FBCR 905.1.E ROOF SHEATHING SECURED PER FASTENER SCHEDULE ROOF SHEATHING SWEET SWEET 8NFASTENER SCHEDULE THICKNESS AS PER HEET STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS STE PER FANER /S' GYPSUM BOAR FASTENER SCHEDULE MTL. DRIP EDGE S. MTL. DRIP EDGE SCHEDULE STRENGTH CLG. 2x FASCIA PER M9—PRE-ENG WD. TRU88 A. 2x FASCIA PER AX r ELEVATIONS BOAR REFERENCE ELEVATIONS O ENTESOFFIT PER ELEVATION VENTED SOFFIT EVATION STRUCTURAL VD SEE ENERGY CODE FORMS WALL SHEATHING CONT. 2x RAT N SECURED PER PRE-ENG� INSULATION R-VALUES PRE-� R THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE ENERGY R-CUE S FOR • SHEET BNI. SECURE PER TKICKNE88 AS PER y w I'-V PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER go A 2x FASCIA PER ON SHEET ON FASTENER SCHEDULE 2x FASCIA PER Typ.OA ON SHEET SNI. ELEVATIONS o.u. I R-4J INSULATION ELEVATIONS PRE-ENG. GABLE TRUSS 5/8' GYP�I"I BOARD OR 1/2' HIGH STRENGTH CLG. BOAR PRE-ENG. GABLE TRIES VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS �R MANUFACTUPMES 2x P.T. SECURED PER SPECIFICATIONSS STRUCTURAL DETAILS 2 PT SECURED PER x R-4.1 NSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS • 24' OG. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING — S• CMU cm CEMENT PLASTER APPLIED STRIPS • 24' O.C. THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY IR• THICK 2 COAT BD. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. LAND CEMENT • C•U 6 DIRECTLY TO MASONRY WOOD BABEdb APPLIED W�10.OGD ASE DIRECTLY TO MASONRY �L a-0' FIN. FLR _ _ 0'-C' FK FLR 0'-0' FN. FLR _ 0'-0' PIK FLR. ' m a e. CcMu a a W/ .a WINDOW OPENING TYP. WALL SECTION a W/ WINDOW OPENING TYP. WALL SECTION ti B . B NO OPENING NOTE: NO OPENING PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES I M TO LESS THAN aTJsa><v ao LOT: SILVERADO LOT #20 BLK. #14 PROJECT/ 03719.000-20141 MODEIt "2558—HAWTHORNE" GARAGE 8TnN0: LEFT PACE: DETAILS 150 MPH E B (I)1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT (T(5 1-STORY GABLE BLOCK WALL1-STORY GABLE BLOCK WALL D1 SCALE. 3/4'.1'-V SYSTEM IS REQUIRED. FOR ROOF 6CALE: 3/4'.r-m' SLOPES OF 4:I2 OR GRATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 NO PRINT 1/19/21 DATE: SCALE: 1/4"=1'-0" SKEET D1 Im 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) V2' X S' J-DOLT W/ 4' Mkt BMEEDMENT W/ V X 2' X VS' WASHER 4 NUT OR W/ (2) VJ' X V ANCHOR BOLTS W/ 4' MIN MISECt*W UV 2' X 2' x Iro' WASHER 4 NUT IN SECURE 2YA ON FLAT TO BLK ® R UV MASONRY NAILS. 2X6 6ARAC,E DOORDOM BUCK SECURED A14OW/ ® PUT. BOLTS, we 4' MR D'IDEDMENT, W/ 2' V X 2' X V6' UTASFER 4 UT. (V WITHIN S• OF TOP. (U WITHIN S' OF THE DIM, (3) EVOLT SPACED. E ® U] 0 NOTES. ALL ANCHORS SMALL DE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 0ERE SIJCW NATNUCTION6 A@! MOIRE ATRNEIRMT GARAGE DOOR 1 BUCK ATTACHMENT 8j 4eAu. -.,- 2X4. SECURE TO BLOCK IW 3/16' TAPCONS (MIN. SWANK SIZE J48 MIN. MEAD SIZE 300 MM, EMBEOMENT 1 1/4') WITHIN S' OF EACH END / WOO. MAX SPACING. 2X6, SECURE TO BLOCK W02) 3/16' TAPCONS (MN. SHANK 6122 .149 MIN HEAD SIZE 300 ®' CTW MR EMBEDMENT I1MV� WI Me' cm IX41/2' DRYWALL 4 18' OJ:. MAX SPACING.SECURE P.T. OR 5/4'X4' MIN. V2' DRYWALL EXTEND TNRU FRAME / I'X4' 2X6. ® I'X4' EXTEND it 3/1 INTO P.T. NAILER &VACUREWY2) SA TO BLOCK P.T. NAILER BLOCK U1/ 3A6' 4V(2) 9A6' TAPCONS TAPCONB DOOR CASING (MK SHANK SIZE .146 T/I6' OSJS. X 4• MIN. (MIN. SWANK SIZE J4a MIN. HEAD SIZE 300 MIN. HEAD 612E 300 MN. EMBEDMENT 11149 DOOR CASING MIN EMBEDMENT 1.1/4' WITHIN S' OF EACH END WITHIN S• OF EACH END DOOR JAMB OR WINDOW 4 W Or —MAX 4 W O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS, ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 8141M AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" r,%\WIND01► TO BLOCK +3/4" OR +5/4" w 2X4. 110 SECURE TO BLOCK W/ 3/16' TAPCCNS (MIN. SHAK 61ZE Jib MIN. HEAD 612E 300 MIN. EMBEDMENT 1 V49 WITHIN b' OF EACH END 4 N• O.C. MAX SPACING- 2X6, cm SECURE TO BLOCK W92) 3116' TAPCONS (MIN. 814AW SIZE J4b MIN MEAD SIZE 300 MR EMBEDMENT 1 1/49 6' cm WITHIN S' OP EACH END 4 IS' = MAX SPACING. VV DRYWALL 2X6, U ElVX4• SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAP'CONS (MIN. SHANK SIZE wb DOOR CASING MIN. MEAD SIZE 300 MIN, EMBEDMENT I V4•) WITHIN S• OF EACH END 4 N' OJ:. MAX SPA DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURING, DETAILS. NOTE: 6141M A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" Ow TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO P-LUMD JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +1 15/16" t-,\WI IDOL/ TO BLOCK +1 15/16" U� 2X4, Ell SECURE TO BLOCK UV 3/16' TAPCCN6 (MIN SHAM SIZE J45 MIN. MEAD SIZE 300 MM. BMNlOM64T I V4') WITHIN S' OF EACH END 1 W O.O. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/N' TAPCCN MIN 1.1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN MEAD SIZE 300 MIN. EMBEDMENT 1 U41) WITHIN S' OF EACH END e' CMU 4 W O.C. MAX SPACINa IW DRYWALL ® 2X8. o BOOM TO BLOCK I, ONS W02) 3/16• TAPC P.T. NAILER MIN. 614AWC SIZE JO DOOR CA6RY" MR MEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 W Or— MAX SPACING. DOOR JAMB OR ROOM ATTACH TO ZX PER MANUFACTURES DETAILS. NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +2 1/4" 1fIND011 TO BLOC +2 1/4" 2X4, 01111 SECURE TO 15LOM W13/16' TAPCONS (MIN. 84" SIZE J45 MN. MEAD SIZE 300 MN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONB (MIN SWANK SIZE J40 MIN MEAD SIZE 300 n MN. EMBEDMENT 1 1/4') TI' \IPltr WITHIN S• OF EA11/4) S• Cm 410,OC, MAX 1/2' DRYWALL RECUR/1 SEC TO �P.T.(MN. SHANK SDOOR CASINGMN. HEAD SIZMIN. EMBEDMWITHIN S• OF E4 N'OG MAX 6PACMG.DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 �XI� R Tfl ALOGK�'i=_ 2X4. 001 SECURE TO BLOCK UV NHS' TAPCONS (MM. SWANK SIZE 140 MK HEAD SIZE 3O0 MM. EMBEDMENT 1 1/4') WITHIN S• OF EACH END 4 W OG MAX SPACING. 2X6, SECURE TO BLOCK UV(2) 3/I6' TAPCONS (MIN. SHANK SIZE J45 MIN. MEAD SIZE 300 MM. EMBEDMENT 1 1/4') WITHIN S' OF EACH END / N' O.C. MAX SPACING. 2X8, SECURE TO BLOCK WK2) SIN' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 V49 WITHIN S' OF EACH LEND 4 Ill'Or— MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWROUdW NON-STRUCTURAL. 3/16' TAPCON MR 1-1/4' EMBEDMENT INTO BLOCK qw 6' cm IR' DRYWALLPX4' P.T. NAILER DOOR Z61G NOTE, SMM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED 1/49 2ND 2X SECURE TO STRUCTURAL MEMBER UV(2A2d WITHIN S' OF EACH END 4 6' TO S' Oa MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" F 2X4. m SECURE TO BLOCK W/ 1/4' TAPCONG (MIN. SWANK SIZE J45 MIL MEAD SIZE 300 MK EMBEDMENT 1 1/49 UNT14N S' OF EACH END 4 W O.C. MAX SPACM 2X6. 1110 SECURE To BLOCK W92) V4' TAPO" (MIK SWANK SIZE J40 MR MEAD SIZE 300 MN. EMBEDMENT I V4') UpT14N S' OF EACH END 1 W O.C. MAX SPACING. 2X6u SECURE TO BLOCK W/(2) V4' TAPCONB (MIN. SHANK SIZE J46 MN. MEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 W D.C. MAX SPACING 6' cm ❑ It!' DRYWALL 17C4' P.T. NAILER 1/16' 0". X 4' MK i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAGTUFWA DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16" r,\WINDOW TO BLOCK +3 7/16" 2X4, 1113 SEGUE TO BLOCK W/ 1/4' TAPC4" (MIK SHANK SIZE 145 MIK HEAD SIZE 300 MN. BMDEDMENT 1 1,149 WITHIN S• OF EACH END 4 18' Or, MAX 8PACMC- 2X6. SECURE TO BLOCK W92)V4'TAPCONS (MN. SWANK SIZE J46 MK MEAD SIZE 300 MPL 6MDEOFENT I V4') WITHN S' OF EACH END 4 W O.C. MAX SPACING. 2XIII. 8E2U11E TO BLOCK WK2) V4' TAPCONS (MIN. 6WAIK SIZE J45 MN. HEAD SIZE 300 MR EMBEDMENT 11/41) WITHIN S' OF BAC44 END 4 W O.C. MAX SPACING. NOTE, BTIiICTURAL 2X MUST BE ON OUTSIDE 4 SECURED TMRROUGM NON-STRSICTUR AL 3A6' TAPCON MIN 1.1/4' EMBEDMENT INTO BLOCK 1_ 11 S'CM4U V2' DRYWALL ❑ PX4' P.T. NAILER 1' P.T. X 4' MR r- DOOR CA6ING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMD JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n 1I[NDOW TO BLOCK +3 3/4" FE A I C N IT L C Ts 6 GrDcPusi n 1441 N. RONALD REAGA, N BLVD. LONGWOOD, FL32750 PH: 407-7744SO78 FAX: 407-7744078 www.ebdesigng."... AA #: 0DO= ounDIV. Qe TAT S ILVERADO LOT #20 BLK. #14 PROJIECT# 03719.000-20141 MODEL' "2558-HAWTHORNE" GARAGE BVIING: LEFT PAGE: DETAILS 150 W EXF, B P14EPOR1ED CONTROL JOINT— FLAMM OF CONTROL JOINTS Td BE BARED TIED TO LATH • f OG. MAX NSRT-L NQa1 DO NOT FASTEN CONTROL JOINT TO WALL EVEN Few EXISTS DETOPC EXCEPT STAPLES WI 16, LEG SLrftllEMAT�*• C0N P L JOINT OWNS INSTALLATION —� FASTENERS TO DE !N'ACFA� •TOG. MAX VIRTICALL7 / PLC ! COAT CEMENT UM LAYER -2, POR MPt OU LDIN6 PAPER APPROVED METAL L.ATM FASTENED 01' (VERTJ O.C. MAX AT 61E'1'IONTS WPM LAYER -1. STUCCO BRAD WOOD SHEATHIN; LATH MALL NOT _ _ - O4E COHT:'1L" a• To a• TMRMS11 CONTROL \ JOINTS BUT SMALL DLL STOPPED AND TIED AT EACH SIDE. PER AS CIE6! PROVIDE 2X4 DLOOKMS PLACED PLAT MAX. 6' TO V PROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON FASTENERS FOR LATM TO M NAILS ORS i 6TI11114TWAL STUD STAPLES IN COMPLIANCE W/ A67M CW63 2. WRE TIE6 TO DE (NO. W 0AP41b' WRE / A SLOCKM SH40UIN MAY SE IN ADDITION \ TO WALL 6171,1106 REBURIED PER PLAN O1 "M" TYPE CONTROL JOINT OLPp.D NYVD.R.A OL POLO 111411141110 PT. A 2. CNIAeI . Pf. Is a c4sAAB • PT.O I)A afCT_ / Ie� OI. POW NYM - Isr. A L wages • Pc s Palo • 4r ® L 110LD N44Y0 . PL A e. ewAaB • n. s 1 MISAY • Pr. C 4 P0.D R. O OAR PT. s TLL PT. C TOUCHN sOTrom R.ANM r�` V: O feortaM "-"'0' WT4R TqM SEAL POLO. Ma Em we. Wee LAYER 4, PORTFUMM WILDING PAPER mit" wan W® LAYER L STU = EdP'opmes wan LAP LATRse CP OLMJDM (RAP OYst NALM3ILA*M STOP OLYP r R46:OR wU PLAIMM PLAArsrs (ea INSTALL FASTENERS (CLIM.- Naml STRAPS. STAPLES)AS APPROVED GWLDINS BABAJa REOWRID TO SECURE SMALL IN LAPPED A MINIMUM OF PIPE/ WRE TO PRAMIN6 6' s VERTICAL LAPS (ROLL LWA LAYER 9, ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS PLED TO DE TAPED LATH VERTICAL LAP TO OE V STUCCO LwAr• UTM POWISM 6MEATMM6 TAPE WAB LAYER 9, FORIIMOER / \ 11OULDI4S PM'ER METAL LATH 6'xi' M J--ADWERII6 FEFeRANE \ R-46MM OVER 4'x4' / 6M 1'-AD4, R MEMBRANE / r nw LAr • rsTAL uTN \ PLAEMM OVER APPROVED mom BRAD. MASWINS TO EAMD ONTO FIFE 4•"4' SELF-ADNERI45 MOISOtAPE X X X — ILAMIIG OVER APPROVED MOUE[ WRAP. TO EXTEND ONTO FIFE FETAL LATH UMLAYER 9, I �' TNIOC !COAT CEMENT ii CONT. BEAD OF 6lALAM STUCCO BABAP I PLA61E11 INSTLLAPPI� HOUSE~AIR METAL LATHLTION nN Y I Ii LAYER -2. PORTPIDER SFEATNMb YARD LAYER 4. PORTIPIBER \ BUILDING PAPER ELASTOMER IC COATNS OVER STW.C:O/ OUILOMS PAPER um LAR -L GV. FI ISW (SEE TYP WALL SECTION) S11r"YELRAP WOOD "AT14M5 SECTION PER SECT1.14 . H ar use a poterq cenRnt plaster .1hall sheti comply wiI thhe epplloetion requlrertienle of ASTM C 826-18b. rrn u" LAP, �• Deets Installation of extenor lathing and Barring ALL LAP shall comply with ASTM C 1063.1Be, 2 ,R L.AP SCALE, I V2'-l'-V' or ASTM 1707. ® KICKOUT DETAIL a \ WATSA TI01R SEAL (ODD OR UO3a e4erAu tae 4T.A66D AT IUOTTw'r Q ROQ . 4eAL1..4f4ErEaTtaNa bKm SIDE LAPS OF FETAL PLASTER DASE6 SMALL BE SECURED TO FRAMING MEMBERS TINY SMALL BE TIED BATH OD4191(12R-FM) WBE AT INTERVALS NOT MORE THAN Y (M-FMA A6 PER A61H CIE63. FOR�REPAIR OF TEARS IN WBB LAYERA TEARS MAY BE PATCHED WA40M WRAP TAPE PER MAIN.F SPED OR PEEL 4 STICK wow 6FEATI DUILDI PAMIN 61= WBAP MATERIAL) OVER APPROVED HOUSE U~. FLA6NIJ6 TO EXTEND ONTO MI!F 1. OR LESS PIPE—� CUT WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) {' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP UM 4 TAPE OVER ROOF)WALL SCREED z 15'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.Tb. STEP ry N.T.S. 4• STEP 62 TAIL (F LEGEND DRAINAGE PLANE (WRB - LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - BUILDING PAPER) 6'"6• SELP-ADHERINS MEMBRANE FLAOMM (COMPATIDLE IW MOUSE BRAD MATMAL) OVER 4•"4• WLP-ADWMWO rIWI RAPE R-ASHIds OVER APPROVED MOM 0~. PLASFII4G, TO ESRB,b ARO FINE FLAOMM 1E) ONE SIDE OF METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IE A It C R I T I C Ti 6 Group'' LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com L AA 6: 0003325 J IIN SUNDIV. Se HAT SILVERADO LOT #20 BLK #14 PRO"=T# 03719.000-20141 MODMU "2558-HAWTHORNE" OARAGR ISNTING; LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH B 012 aanru RC,%=: 1/4"=f-0" el�aT WA1 INSTALL 6' SELF-ADHERMG MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLA814NG TO BE, X 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON EDS, X CAULKING a JOINT I PER SECTION R703.7 EAWW lathing and Fladarl�rl BACKER ROD I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.18b. ,X 1 k Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, �, or ASTM 1787. WRB LAYER 1, STUCCO WRAP ' HOODED VENT I' THICK, 3 COAT CEMENT PLASTER METAL LATH URA LAYER 4, FORTPIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) wow — CONSTUCTION WOOD SHEATHING WRB LAYER 1, STUCCO WRAP URIS LAYER 4, FORTIFIBER BUILDING PAPER 'I Lr- a 61 WIDE STRIP SELF AOHENVE FLASHING, GLEAN MAGONRY BEFORE APPLYING Z FLASHING 6TONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH N 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING dwoWRB LAYER 01, UNIT STUCCO WRAP PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 112, FORTIFIBER BUILDING PAPER SEALANT* THICK, 3 COAT CEMENT 5zTOP � SIDES PLASTER DRYER VENT (BLOCK) �E�o��MIE WALL WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING a cru -------- BUILDING; PAPER OVER 'aUICK WOOD FRAMED FLASH' 1— — — — —I WALL 7 HORIZONTAL WEEP SCREED PIPE THROUG41 / ' •" WALL( FRAME TO FRAME) 1 6' SELF ADHESIVE— FLASHMG (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' �A1VENT PENETRATION SCALE: KTA. 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 I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON 77 BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SFEATHING WRB LAYER 1, STUCCO WRAP UAW LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD 6TRJCTLRAL MEMBER • V Or— MAX V To Jr MID -WALL UlEP .r-.111 .6, YADE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE AM -LYING. V FINISN " MAaONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER 01, CUT OPENMG IN STUCCO WRAP APPROVED HOUSEWRAP 4(777 FOR BOX INSTALLATION GUT 'X' INTO WRB LAYER 01, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING L:19 APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP 01 STEP 02 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 03 WIRE, LAYER h, STUCCO WRAP MEMBRANE FLASHING `WRB LAYER 02, FORTIFIOER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) „ METAL LATH STEP 05 STEW' 06 0 ELECTRICAL RECEPTACLE LONGWOOD, FL32780--- PH: 407-774-6078 FAX 407-7744078 wwwa bdosigngrGup.co m AA S: 0003325 BMW. a. LOT. SILVERADO LOT #20 BLK #14 1pmjzcT# 03719.000— 20141 MODEL: "2558-HAVTHORNE" GARAGE 8WD9G: LEFT PAGE: WALL ASSEMBLY DETALXP. 150 MPH B IF WOOD BHEATHNG EXT• WOOD RI! LLD A i C N I T E C T i WRB LAYER 9, SUB -FLOOR DEp�MG COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE wow WIRE LAYER 4, FORTIFIBER PRE-ENG'D TRUSS BARRIER 9 CONSTRUCTION 15UILDNG PAPER A�THER RESISTIVE HAT CHANNEL THICK 3 COAT CEMENT WEATHER RESISTIVE BARRIER BARRIER 4 TYPE X. DRYWALL PLASTER 6' BAP. • TOP OF WEEP SCREED MATHER RESISTIVE / _ 6' SAP. \ STICCK BSI n GrOUR& TO SHEAT14NO BEHIND WEEP SCREED il''THICKCOAT CE VN RIES PEEL WOOD 814EATHING �\ 4• Po81TIVE DRAINMTALLATH PLASTER3 I I(t'x3' 'L' FLABHNG, D LROOF WOOD SFCATHM6 — IN CEMENT REAGAN BLVD. OD, FL32750 R �, 26 V E 7-7748078 STUCCO WRAPTHICK, D� Ll"ikLD 3 COAT CEMENT \\ Y4 GAP FOR BACKER SET N FULL BED OF 77l o PLASTER / b'SELF-ADHEREMG : FLASHING WRAPPED EXTERIOR GRADE tlIALL SEALANT,K' MN. (ROD 4 SEALANTDRT SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE r4.4078 6 B P•com 0003325 ii '• • TOP OF WEEP SCREED TO SHEATHING BELOWu�f, 4' P06leJITIVE DRAM i• THICK, 3 COAT CEMENT -yEQ RASTER COMER MAD VINYL CASING DEAD �.10 BARRIER 9 WEATHER RESISTIVE , —VINYL WATER PROOFING lot BARRIER n � i WRB LAYER 9, STUCCO WRAP NO Gdr M FIELD VINYL �-MAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) LAYER f2 LAYER PEEL ' 4 STICK) rrrw:war■`r'D EXTERIOR COLUMN COLUMN SHEATHING LEGEND � t : • WRB LAYER 42, FORTIFIBER 6' SAF. m BUILDING PAPER PEEL 4 STICK 04 DTL. ® CANT. STICK . DRIP i FACE To TREX rHlac 9 COAT CEMENT 10A EDGE To PLASTER SHEATHING SCALE: I ld'•I'-4T DECK 5/S• TYPE 'X• DRYWALL METAL LATH W/TEXIURED 4 PAINTED WOOD SHEATHING SELF-ADHESIvE FLASHING — — — — — Y1 GAP FOR BACKER FINISH NOTE I)S'XI V4 P.T. OR SR ULATED ROD 4 SEALANT i' THICK, 3 COAT CEMENT 4' POSITIVE DRAM TR1s ( P OO METAL LATH: LATH TO 5E PER SECTION HX)FILLER VINYL PLASTER CasI1Nla BEm tEPED WOOD T US '' NO GAP M FIELD Q ,{ WATER PROOFING bt I WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF R103.�.1 / ,45TM C - 84-1-14 a , MIN. 2.5 L 55. LAYER (2 LAYER PEEL 4 ; DARKER 9 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM WEATHER RESISTIVE PER 50. YARD (UTILITY OR NOMINAL G&41-02VEWRECKTO BAWER4 BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL4STICK 0 11 EDGE INSTALLATION ® COLUMN DGE DRIP ETO DECK DECK MCMDRANE, EXTEND OVER DRIP e!xi FLOOR EDGE (W f " L" FLASHING WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. SCALE: NT8 METAL DRIP EDGE WOOD SHEATHING SET M FULL BED OF + WEATHER RESISTIVE I NXI Yi P.T. OR SIMIILATE 8EALANTdF MIN. ' WRB LAYER 9, BARRIER 9 X) WOOD (TREFILLER SPACE FROM ORP k ' 3/ I RESILIENT ccw% OUB FACE TO TREX 2x FRAMING MEMBER STUCCO WRAP '!all WEATHER RESISTIVE VNYL CASING BEAD HAT CHANNE Y•' GAP FOR DmKE L I BARRIER 4 ROD 4 SEALANT WATER PROOFING bt LAYER (24 2ULQ LAYER PEEL i• THICK 3 COAT CEMENT. WOOD SHEATHING YIN CASING BEAD FNIBN LAYER (2 LAYER STICK) FROM PLASTER WR5 LAYER 01, FORTIFISER THICK COAT CEMENT 3/43/4 RESILIENT BALCONY DECK TO 2 1/2' f EsIIILDING PAPER PLASTER HAT HAT CHANNEL CANTILEVER THICK, 3 COAT CEMENT FASTENED TO 844EATWIM - WR5 LAYER 01, S/S' TYPE 'X' DRYWALL METAL LATH li' PLASTER • Y oC MAx ': METAL LATH l .; ;, STUCCO WRAP W/TEXTURED 4 PANTED WOOD SHEATHING METAL LATH THICK, 3 COAT CEMENT (2) 2x12 HEADER W?EXTWRED 4 PAINTEDL WOOD WEATHER SHEATHING RESISTIVE WEATHBARRIER S: STUCCO 00 LAYER AY nP J' THICK 3 GOAT CEMENT I �' i I WR5 LAYER 02, FORTIFISER PLASTER FNISH 9 PLASTER . .. , BUILDING PAPER i' THICK 3 COAT CEMENT WEATHER M16TIVE BARRIER 02 4' POSITIVE DRAM WOOD SHEATHING WSELF-ADHERING = ., ' METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAM WEEP ar�4■srn PLASTER Vwn CORNER eEm WFEP SCREED METAL LATH FLASHING �• THICK, 3 COAT CEMENT yJNYL CARING BEAD NO GAP IN FIELD VINYL CASING BEm GAP IN FIELD (SHOWN FOR CLARIFICATICNN OF W4D LAYER R, FORTROER BUILDING PAPER , (EEXPLFED PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) D RIP CAP ,Y '�1 CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER HEAD � FRAME 11D DRIP EDGE O 11 EDGE INSTALLATION ' INSTALLATION WINDOW FLANGE WRB L ER 9, WOOD CONSTRUCITON STUCCWRAP .: i 2 ' WEATHER RESISTIVE ---- CORNER BEAD WRE1 LAYER 02 FORTIFIE+ER '`' ' ' BusDiv m X10 SILVERADO LOT #20 BLK #14 PROJECT# 03719.000-20141 MODEIA "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 15/jMH E BARRIER RESISTIVE (FASTENER 4 SPACING m l' O.C.) Eu1ILDI1Ks PAPER WEAi-E BARRIER `2 ■ NG BEAD METAL LATH VINYL CASI4 % i J' THICK, 3 COAT CEMENT N . aPLAS■ 0 1 1 8/8' TYPE 'X' DRYWALL METAL�LATH THICK 3 GOAT CEMENT P PLASTER Is FW/TESXTURED 4 PAINTED WOOD SHEATHING 6'SELF-ADHERING: • I THICK, 3 COAT CEMENT HEADER/BEAM CMU FLASHING i PLASTER 1/2' THICK, 2 COAT CEMENT A. VINYL CORP. 4' DRIP CAP AR VINYL CORNER BEAD PLASTER APPLIED POSITIVE DRAIN WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE .N 1/19/21 VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF BCA=: 1/4"=1�-0" SEPARATE ACCESSORIES ONLY). 14B CORNER BEAD ® BLOCK 1rJB CASING BEAD ® WINDOW aHEMT @DRIP EDGE INSTALLATION ( FRAME, NO BAND) WA3 A R C N I T R C T R Y: GAP TYP PLASTER THICK 3 COAT CEMENT LE G E N D WOOD SHEATHING ��To RIMS METALLATH IX TRIM MEMBER WRB LAYER M, • STUCCO TO STUCCO WRAP SIDING TRANSITION UM LAYER 02, FORTIFISER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) Deal Il SIDING WOOD 8HEATHMG WRB LAYER 4, FORrIFISER WRB LAYER 02 (FORTIFIBER — • — • — • — GrOu Ina BUILDING PAPER WRB LAYER M, BUILDING PAPER) LNRLD REAGAN BLVO. i OD, FL32750 METAL LATH STUCCO WRAP METAL LATH x—x—x—x 7-7746078FAX 407-7744078 WRB LAYER M, WRB LAYER 41, STUCCO slggngroup.comi'T�G R3 COAT CEMENT I WR5LI�Ks PAPERRTIFIBER STUCCO WRAP STUCCO WRAP � 0003326 WOOD OR l/16 ZIP WALL &'SELF -ADHERING METAL LATH CASING BEAD SHEATHING FLASHING 14.( VINYL ANGLED EXPLODED J' THICK, 3 COAT CEMENT LASHING OR PEEL SELF-ADHESIVE FLASHING 4 STICK IEW FOR PLASTER GASINGBEAD V �' CLARITY) SIDING TO STUCCO $ CASING BEAD 18 ------------------------------------------------------------------------------------------------ DRIP CAP (CROSS SECTION) ;' SEALANT PLASTER 3 COAT CEMENT R WINDOW FLANGE STUC�Y R 01, y METAL LATH i VINYL ANGLED W1OW 0"MICTI BEYOND I I WOOD G EATWM6WEATHER 1 WIRE LAYER 02, FORTIFIBER DaaaDe�°ISrIVE BUILDjNCs PAPER i WA"TZeRESISTIVE i' ♦ i WINDOW FRAME f i DARIaeRa WRB LAYER 02, FORTIFIBER 1 METAL LATH �� '1 xis e�MG � 1 \ �� WM04 I / BUILDING PAPER PLA8TER3 COAT CEMENT ; , R-AGNMp, s \ 1 WEATHER RESISTIVE ' �l DARInaRM I E-Z BEAD VINYL CASING 1 WEATHNNRMSTIVE i (WIV FLEXIBLE PVC BACKER ROD) &'SELF -ADHERING A WAR" eTMP \ \ DIE ARER R �a FLASHII I `\ y �' eELr•ADFlMN6 i i NG �•', t:� � 1 � wAewe�s I I DRIP GAP WPLASHMir; L \ °z°LPLASWMTo''� G i at 7!j RB LAYER 'I, STUCCO WRAP, I er�x S s ; RAPPED AROUND FRAMING MEMBER �y� WINDOW FLANGE I ; CASING BEAD ® WINDOW �. ; x` Co' SELF ADHESIVE FLASHING 15 C ( FRAME, W/BAND) � e 2X FRAMING looD SHEATHING ` / �°�rT ; MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY 0 BLOCK TO FRAME ------------------------------------------------ --------------------- TRANSITION i ----------------------------- ' V4' GAP TYP J' THICK, 3 COAT CEMENT NOTE: % CASING BEAD PLASTER `. WOOD SHEATHING SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5 LAYER02, FORTIFIBER WOOD SHEATHING ; WINDOW FRAME BUILWOOD SHEATHING STUCCOWRAPRAP WRB LAYER 02, FORTIFIESER B"lCO°YOPD TRuctIOH S eELP•ADFERM6 I 1 BUILDING PAPER i PL�m i WRB LAYER el, WOOD eFEATYiMTI WEAnaele ReaSnvE AST I J' THICK 3 GOAT CEMENT ; STUCCO WRAP BANNER -1 S ER 9erL PLASTER ; ��R I��FeIeTIVE ��/ \ o'�z ABOVE TOP RAei+xn i ' WRB LAYER -2, FORTIF15ER ul:"ia' gg VINYL ANGLED i BUILDING PAPER m,adER;E°16t1 E j WRB LAYER M, CASING BEAD , METAL LATH ~� 1\ /uernE 1 STUCCO WRAP VINYL CASING BEAD i \ eTARreR etRlr / \ �� ' BUBDIv Ae WT.il SILVERADO LOT #20 BLK. #14 PROJECT# 03719.000-20141 MODMIA "2558-HAATHORNE" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 15 H EXP. id do§L\IV METAL (EXPLODED' THICK, 3 COAT CEMENT I I ��+ &' WIDE PEEL r STICK VIEW FOR PLASTER OVER FLANGE \ � WINDOW FLANGE � CLARITY) GALL '� UIRAT ER PMMTIVS i U. — RABOVE LAP TOP E-2 BEAD VINYL CASING I O O 1 E z DEAD vMrL near. of z'rLASNMm I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) i 'x6�AT GELr ADNE MEMBER 'APPLY FULL BED OF SEALANT BETWEEN ' S sELr-ADFERM6 I R.AGWM6 FLANGE t BUILDING WRAP CASING BEAD ® RAISED M-404 ' �' BUILDING TH DTI PLASTER \I\ `..>; OR APPROVW SEALANT`OAP WCAULKINS,�`.�` WRAP � ' 8��BARAME) isa [IseISTIVE lEiu �slsnvE----------------------- —---------------------------------------------------- ------------------- LE: I I/2' • I'-0' E•z eaao vMr� eaeNm eEATHCR REeloin DARKER a cp acaR a Pvc PFUNT 1/19/21 DATE: SIDING IFR GMETOTO FRAME �bn� E Z BEAD WINDOW CASING >:CAL�: 1/4"-1'-0' TRANSITION 16A e�ET 19 WA4 NAM.Mo E"PoR.ARLY — XD-IP' 4 SECURE OIE@ElAT (opt ICK FLAP umpm Il4D RSD ROAM N AT JAMBS 4 NLom DICE RO. m ExIEROR — \ STEP 2 WTALL S•— ONY-ADHEMMI6 ft.&& 4 OVER VINYL HEAD R AMINIM (WITH I DAM NA)LIM PLAIOE 04TALL VINYL CAP oR@o R-46mm MN V BNLow a"PLEXRLE PLASHLAS"M6 DO NOT SEAL BOTTOM ► vaiwo ALIGN M Askm W/ P(T. EDGE OP MLL RO. tVICUA ICALLY P AnN PA WW ED GES, MSTALL PPONT PLEk4RAP. AS TN K-46MM AT TWO POW WIDOW~ DOWN 4 TAPE PLAWNAL OUT ACRO" NEAP Q INSTALL S' W W ADWE" - SAO= R.Wdt LE PLANHlS MATBtlAL OVA! DRIP CAP Jow (FMTECTO-YRAP BT.MML - NQ W) STEP 7 "44�0 STEP S WINDOW FLASHING INSTALLATION DETAILS 0 ( FULL WRAP) SCALE: NTS APPLY CO ICU (O EOUAL)SEALANT. PLWD APPLIED PLAAN►tl(LAW= W"ITE-SEAL RC-N OR IQ. A. A SLOPE SILL TO Ex tum L IT IS 7"C CONTACTOM RSSPOMINILTY TO Ve WY THE COMPATIBILITY OP ALL PRXDUCT& MCL.IDNO NOUSV~. MlALA16 A SELF-ADNNRNd K AMIMO MATNRALS USED DUMNP C"TRCTICK . MULL ALL MATERIALS PER M~ACROWA M WIBITEN SPWPICATIOM WMNk IEALANM MAY REACT ADVERSELY P NOT ATIOLE C-LEAN AND SEAL JAMB TO FILL JOKM UATN DOW It" POLLOUNNG COMPLETION OF EXTERIOR RETROFIT WOW REPAIR OC 49M SHOUN SHALL BE IMPLEMENTED AT ALL MD" WITH EVIDENCE OF WATER NTRUSION BELOW THE WEDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT LL IT 4` T44 CONTACTOM PREWCNDWLTY TO VERIFY flC CCMPATIBU.ITY OF ALL PRDDUCTS MCLIDM6 SEALANM o SEV-ADISEtlM PLdSHRL7r MATERIALS WEND DURM COMTRCTIOK 2. PLASHES AT EXTERIOR W11000 AD DOOR OPBS48 ONALL BE !STALLED N ACCORDANCE WIT" MANPACIUIRS WTALLATION MSTRCTIOM AD APPROND METHOD U OP PBC MWM U M ACCORDANCE WITH FI IBMATICN MAIPACTUtRY IMTALLATION AND FLASWM MSTR)CTIOM. WAMWK SEALANTS MAY REACT ADVISORY P NOT CCMPATIBL6 WALL FLASHING INSTALLATION 13 DETAIL MASONRY SCALE, sntr.r-o• A 11 C N I T e C T S rk.. g l PH: 407-7741078 FAX: 407-774.", www.ebdosigngroup.can AA M: 0003325 BIIIIII emm, aUDDIV. k LOT SILVERADO LOT #20 BLK. #14 PROJECT# 03719.000-20141 MODEL: "2558-HAWTHORNE' GARAGE 9WWO: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW F HI 15 M E)NfP. U 1 20 A-zumgw 1/19/21 DATE: aCALE: 1/4"=1'-0" aIIEET WA5 I � � I 1 1 1 \ —2x6 SUB-BANb W/I'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK PETAL FABCIA —DRIP EDGE 1\ 1\ 1/8' TEXTURED I \ FINISH IS WOOD I \\ 2X6 BM BAND !' ,? 1/2' TEXTURED \ "\ FINISH ® CMU / \\ METAL FASCIA \ I � WRAP Ye' FROM \\ STUCCO, I' FROM \ WOOD WALL \ \ ' ' EXTERIOR WALL \ (FRAME OR CMU) \\ \\\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY \ \ ®ELEVATION ®PLAN A ©FLAN B t—ROOF KICK OUT REMOVED \\ FOR CLARITY —7- ROOF DECK (BEYOND) \`�\ DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) -1/8'TEXiURED FINISH • WOOD IR' TEXTURED FINISH • CI'IU METAL LATH WOOD SWEATFING on cm WRB LAYER M, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDNG PAPER (FRAME ONLY) ROOFNG CEMENT DRIP EDGE METAL KICK OUT - ii/V TEXTURED FINISH e / WOOD, 1/2' TEXTURED / FINISH ® CMU -2x& 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 &'-S' 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 O WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH S END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH ID END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY A R C N I T I C T 71 6 Groups 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 E 0 0 R flu mm SXMDiv 4r LOT: SILVERADO LOT #20 BLK #14 PROJECT# 03719.000-20141 MODEIA "2558-HAWTHORNE" OARAOE SWING: LEFT PAGZ: WALL ASSEMBLY DETAILS: SUB —BAND t,150yqH EXP. B FL 0 1 DATE: 1/19/21 SCALE 1/4"-1'-O" B'•2' 66'-10" 3'-4" 30'-9" 32'-9" 6'-0" O/C MAX., TYP., UNO —II— — — FM-16X78 — — — — — — — — — — — — — — — — — — — — —1—FM-16X18 e rn I3 1.1 1.1 I 1.1 1 .1 I • c 1FPVC CHASE I' 16'-2" II OR ISLAND °D FP v 1 � I iQi m 13'-0" m X m m I FM-16X18 i — L FM-16X18 1.1 I -HI I— III— — — m I 3'4" T4" I 1T I EXTEND o 11 `Q r SLAB 1 1/2" I Iw I I EXTEND I SLAB 1 112" o I~ —� J iV rcw�+2x� § I �+ ,0 I 7 3 2 FMC-16X18 N 4" CONC. I SLAB I iv 1.1 4 4 m +-3 3LA8 r I EXTEND 1/2 14 " CONC. SLAB 1 1Y2" 1 SLAB I i SL` OPE 1l8"_. PER FT. ILL 26'-7` 6'-7" I I LOPE 1l8" I *-31/2" I PER FT.— J LL I 1 I m ml 101-W ro -3 1/2"* I . SLR m I FM-16X18 o 5112"I N 4" PVC CHASE �: a I 19' 8" 2'-0" 1-------------- 1.1 ( § I� wl 111M X. 0 4"CONC. 4 12 1.1 wl -3112tj! 2 SLAB -----T-1-- '----FM-16X18 -----FM-16X18--- --4 — — FMGi6X18 -- 3'S" 6 -0. 4 TOP OF 1.1 SLAB 25'4" 5'.0" 23'-0" 10'-10" 2U-1" 6'-11' 28'-6" 53'4" 20'4" 73'-8" 4' 75'-0" SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6X6 W I AXW1 A OVER GENERAL 3 112" 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)#5s FMC-16X18 16" CONTINUOUS 18" - s #5 IN CURB VARIES CWC-12X12 12" CONTINUOUS 12' s ) s TEA 8" SEE PLAN 8" - s #5 IN CURB F-24X24 24" 24" 12" s s FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. 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.GINDICATES #5 BAR, MINDICATES #6 BAR,I♦NDICATES #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 FE 14. VERTICAL REINFORCING IN CMU SHALL BE #6'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402I602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,0D0 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED Y-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION A I C I I T I C T I 6 Grou I In c. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 rS HDM At LOILVERADO LOT #20 BLK. #14 PROJECT111 03719.000-20141 MODEL: "2558-HAWP om* GARAGE 8TTINO: LEFT PAGE: FOUNDATION PLAN 150 MPH E B 30" MIN. EACH WAY MONOLITHIC FOOTING "v STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q ^ p, 23 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �� v G D. SPACING REQUIREMENTS Y Uj a_ °. s�FMo �a �m ". V) Z 8"CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR Z ° — I j IN FOUNDATION WITH 30" LEG EACH IS .- 0' `0'-0" 8 '. WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB' ... °I SO THAT THE STEEL REINF, IS CONTINUOUS _.~)•—y .--. MATCH AMOUNT OF CONTINUOUS BARS ,I " EXT. PORCH SLAG ° SEE SLAB SCHEDULE SAR SIZE 48 BAR DIA. 4"CHAMFER (15TORY) EXT. PORCH - V ., SEE SLAB SCHEDULE TOP OF GARAGE " Ir Ig °" o. I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ i/2" ISOLATION.• JOINT (WHERE � • �� • - 6" CHAMFER (2-STORY) #3 18" #4 24" SLAB Wl1/2" ISOLATION 4" CHAMFER (1STORY) �•' �r--'' 8" CHAMFER (2-STORY) ° .: APPLICABLE) Z SEE SCHEDULE #5 30' JOINT (WHERE.- •a EE SCHEDULE FOR WxD, BAR SIZE APPLICABLE) z FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING #6 36" AND BAR QUANTITY #T 42" AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE: 3/4"=V-0' GA GARAGE SCALE: 3/4"=V-0" CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING GE DOOR W WALL W/SYP W RECESS O Il I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ 4 7 S U NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12"xV WEDGE ANCHOR Wl2" V) p 9• W O d SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH R SE GT w = 2" CAPPED d g I EPDXY, MIN. EMBED PLATE EPDXY EMBED. MIN. N OC N GALVANIZED PIPE 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE BASE FOLLOW ALL MANF. BTM AND TOP PLATE ?k CURB FOR 2 SPECIFICATIONS FOR ¢¢ USE SPECIFICATIONS F- ci ANCHORS W/ 10d z 1 12" COMMON NAILS FILL ALL f- MASONRY UNITS SET n ," PREPARATION OF HOLES, DO NOT USE 10d w Z:p, AT ELEV: 'I,f�_ HOLE. x 3" 1. SEE SLAB SCHEDULE 0'-0" SECURE FLANGE TO w Q SLAB WI(4) 1/4" X 2 1/4" O TAPCONS TOP OF SLAB ...A 4" CHAMFER (1 STORY)6"CHAMFER(2-STORY) RECESS AROUND GARAGE tAND �DOOR OPENING SCALE: 3/4"=V-0" ULE SIZE NTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN, OF 48" AND NAIL W/16d COMMON SCALE:34"=1'-0" 5 SCALE:34'=1'-0" c 6 SCALE: 3/a"=r r' (W/UPLIFT) NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY LAP TOP PLATE A MIN, OF 48" NAIL 16" O/C STAGGERED. AND NAIL WI 16d COMMON VERIFY HEIGHT ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CONNECTORS NOT REQUIRED WHEN NO SPACING REQUIREMENTS N UPLIFT IS PRESENT. 2x4 WOOD BEARING PROVIDE BLOCKING Z LL L l S WALL W/ YP No 2 STUDS SEE � SEE SLAB SCHEDULE PLANS FOR SPACING. SINGLE Q ^ IL ¢ BTM. PLATE TO BE T. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. w TOP OF SLAB ADDITIONAL METAL CONNECTORS NOT a �— •—•--. —• :r—a ... REQUIRED WHEN NO y UPLIFT IS PRESENT. O 8' CMU WALL +- 0'-0' POURED LINTEL CONT. (TYP.) •' e 8" CMU FILLED CELL (TYP.) TOP OF SLAB•+•` SEE SLAB SCHEDULE zxwgLL FRAMING EQ. EQ. EE SCHEDULE •- 0• SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 6" FOR WxD, BAR SIZE AND BAR QUANTITY TOP OF SLAB Z® MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND INTERIOR CURB FOUNDATION WOOD WALL • to.-��_ CENTERED UNDER WALL AND 16"O.C.VERTICALLY MAX p o 9 < POURED MONOLITHICALLY WITH FOUNOATIONANDSLAB SCALE: 3/4"=V-0" (NO UPLIFT) SEE SCHEDULE 4 SEE SCHEDULE FOR WxD, BAR SIZE S FOR WXO, BAR SIZE / AND BAR QUANTITY � ✓ AND BAR QUANTITY ///ILL.. e' VARIES •' [ 9• 3' r %INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO SCALE. 3/4"=l-0" NO UPLIFT ( ) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION :C SCALE: 3/4"=1'-0" 11 SCALE: 314"=1'-0" /ilrsarrt. nY L SHOWER RECESS FOOTER 12 SCALE:1"=1'-0" A I C N I T I C T 8 6 Groin 41 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774.4078 www.abdesigngroup.com AA M: 0003325 BIIIIII emm, 1 aUMM al: LOT: SILVERADO LOT #20 BLK. #14 PItOJSCT§t 03719.000-20141 AIODMIt "2558-HAWTHORNE" GARAaa BWMG: LEFT PAOL: DETAILS 150 M EXP. B pnnm 1/19/21 DAM aCALE: 1/4"=1'-0" axes-r % S1.1A DOWEL PLAN SCALE: 1/4' = V-0' A N C N I T E C T 8 GrDe I In 41 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003326 ,amm, IIuBDIV AC t SILVERADOa LOT #20 BLK. # 14 PROJECT* 03719.000-20141 MODEL& "2558-HAWTHORNE" GARAGE SWMG: LEFT PAGE: DOWEL PLAN 150 H E B FEBF0,401 D 1/19/z1 SCALE: 1/4"=1'—O" e s1 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I 1 VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION •a a .I. TIELERTICAL REBAR a • TO HORIZONTAL REBAR W/ 10IZE 48 B" HOOK �BAR SIZE DIA. Z W X3 18" > #4 24" m 0U #5 30" #8 36" #7 42" HORIZONTAL/VERTICAL _REINFORCING _T SCALE: 3l4"=1'-0" A Z OFFSET METHOD CONTINUOUS eARSIZE 4eBARDu. METHOD a4 24 HORIZONTALIVERTICAL #5 30 REINFORCING #6 38" 2 #7 42" SCALE: 3/4"=1'-0" #5 BARS Im CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS Gro up'' 1A41 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407.7744078 www.abaasigngroup.com AA #: 0003325 M eUDDIV. ac LOT SILVERADO LOT #20 BLK #14 PROJECT* 03719.000-20141 MODEZA °2558-HA(TTHORNE° GARAGE 8WING: LEFT PAGE: DETAILS 150 M ExPAB FEBI a 1 sCP": 1/4"=1'—O" ME EET S1.2A GENERA,NOTES 1.)CooEs 1.1 FLORIDA BU0.0N0 CODE TN EdT10N,2VL0 REBDEMML SECTpN6 R1021aiIBOB. 11 FLORIDA BtxIDNG CODE.]SI EDITKIN, 2W20BU0.pxY3. SECTIONS 1B012a21oT. 1A WDNG CODE REOUIEMENTB FOR RENFORCEDCONCRMA ONRY S1/} 1A BULLING CODE fEWEEMEM3AN08PECIFIGTKN FOR MASONRY STRUCTURE8 (LE /WR02-18) 1S OTHER NSOGEfY (ASCE -16). R9 NNNULI DESIGN LOADS F00. BUEDEM38 ANO OTTER STRUCTURES (ABLE T-t8). 2.1CONCRETE 2.1 CONCRETE C WIST NDARD R ENFORCE 2s DAYS: 2.1.1 PRECAST WISTANDNiD REINFORDEMFlIfJWW0 P61MN. 2.12 PRECAST WMESTAE33 REIM-aacEaENrao3WPSI 2GRD 8TM C/TS-3WW0 P81 W/ MAX.31S' AGGREGATE, B' TO 11' SLUM. 21 RERFO- BARB: 21.1 STEEL PLACEDNPRECAST LNTEL AT TMAE OF FABRIGTKNJ STEEL IN LINTEL (GRADE BW) 211 STEEL N LINTEL AND IAOEC OUT BLOCK BLADED N FELD) ATRE S ST�A STRANDS 16 2A MATRE889TMND3 ASTM A/iS T-WIE,STRESS MMS-1FD ZTII KSI 2A DETA0. RENFORCEMEMN SHALLCANCE WITHA ISTAN. 2.3 CONCRETNGOPERATIONS lNA COMPLY WITH ACI STANDARDS. z.S ORY: PER A9TM AtW8UA108/M 3)MASONRY: 81 CONCRETE T AREA C UNR8SSWE SHA,L CONFORM TO ASTM C-MI, NORMAL WEIGHT WRH MNIMUM NET AREA FORM TO AST STRENGTH E-WWP81. 3.2 MORTAR SHALL CONFORM TO A3TM C-270 TYPE'M'OR'8' 3.3 REWIRED 9./ MNNLM AGGREGATE F61. COMPRESSIVE STRESTRENGTH SHH OF ALL SE EU AND ASLAHE TAR SHATHE NOT BE LESS NGTHAN THOO' O D ALTERNA MY STRENGTH SIIA,L BE ESTABLISHED BV THE LNR STRENGTH METHOD' H T BEEN MET. LY, By THE'PRISM TEST METHOD WHEPE USIA REWEEMEMS HAVE HOT BEEN MET. 1.18AFE LOAD VALUES ARE FBASED MONLRIELSUILNO ABEARNO OFT• . AMwNW ACCEPTABLEBEMRIGOF/'PER FLORNABEITH EEXT TTH EDRION, , RESA 21- SECTxN42 WE DVAL BASED ON B-MA CODENAALYS48, 202WBULLWJG,SECTION 21OL.1 /.3 DESIGNERMAYMM UMRESISTMMMLATE ENT AND FROMSHEAR THE SAFE WTAOADTABLES BY YFRO FACE OF TINS MA%NUM RESiSTNG MOMENT AM BIEM ATE 0ffiTANCE AWAY FROM THE FACE OF TIE SUPPORT. IA MVN L EL LENGTH ERTCALRESAR IS R,VI:RNCALCELL FILLED SOLO WITH G. A1El MWNW ONE(1)Es VERTERT THAN L9 CLEAR AN EACH END OF THE TEMF 1.8 LINTELSTHAT HOT GREATER TWIN 2 DAYS CLEAR M11 PLBE ACEMENT. TEMPORARf SUPPORT, NDT BE REMOVED UNT0. 2 DAYS AFTER GROUT PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P6S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCR PTIC. REMARK 10 (2) 2X12 a 7'-0" -..-me---as---------.nr.-----.-.n-----.-c----s----------------wv...,..----_c----....--:a.--,.-..---.----.. m------.vw---- 1 � 1 El El El ED] Ell a, 8F16-1T/0Ml 6 8F16-1T/OM/08 g �b W> 0. 1 Ay} 5 Ell 0 EN $ 1 8F76.1T/OWOB 1 r 3 17 i g 1 f, w m LBW I R -.a.-a--- - t:--m _-p.x :, 16 2 1 m "Ilkzau wn :xK %k, Ilk I 1 % & I % 1 MGR LIFT BEAM PLAN SCALE: 1/4" = V-0" FE A R O N I T R C T II 6 Grouon 141 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407.7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 BUDDIV. Se TAT. SILVERADO LOT #20 $LK. #14 P1toizcT#1 03719.000-20141 MODEla "2558-HAWTHORNE" OA AGE BVfMO: LEFT PAGIC: LIFT BEAM PLAN 150 MPH AB sOA=: 1/4"=1'-0" skac T s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK , it ,r 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B'x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTELPLACE STEEL . \' 3. PLACE MASONRY UNITS AS REWIRED TO ACHIEVE THE REQUIRED BEARING �OF\"\ REI FORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM �^ O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 8" A \l�• 8. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / S R�'O 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM \O 6 EACH COURSE O 8x8 BOND BEAM TOP W/(1)#5 BAR .�; BOND BEAM F = FILLEDED GROUT ��O U UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/ 1 BX8 PRE -CAST CONCRETE NOMINAL�� LINTEL W/ (1) #5 BAR (L2) Q� HEIGHT # OF #55, TOP LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-1i/1MPoBINDICATES ADOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE SCALE:34"=1'(T' AND XFXX- 1T/OMroB INDICATES A BINDLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- 1T/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OM/013 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 20 (MIN 2 X 3)13116 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SIZE 145 MIN WINDOW SIZE ..300 MIN EMBEDMSHANK ENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN 3 1H„ PRE -CAST :a 2x8 (MIN 2 X 3) 2-3I16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") W SLOPE FROM EACH END AND 18" O.C. MAX. MIN IAA O EMBEDMENT 4 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELqlN SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACE 114" 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116"OSB UPPERAND LOWE #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1.114" MIN. 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 scALE:11/z"=1'-0" ARCHWAY FRAMING DETAIL AT CORNER STEP 5 SCALE:34"=1'-0" 3 SCALE: 3l4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I — SINGLE #5 CORNER I A 4. BAR, 3Dx30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM a II I II I 0 — II II I� F PIER PROVIDE #5 BAR W/ ING SINGLE OR DOUBLE REINF SARIS), AT EACH SIDE SEE PLAN. / L REINF. OF STEEOF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE — LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: A R C N I T R C T 8 6 Grown 144i N. RONALD.REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 sUDDIV. de IAT: SILVERADO LOT #20 BLK #14 PROJRCTp 03719.000-20141 moDRLs "2558-HAWTHORNE" GARAGIC BWDFO: LEFT PAGZ: DETAILS 15VAH A B mm D � 1/19/21 8CALLM 1/4"=1'—O" sI'Isa�r s�.1A BEAM SCHEDULE MaMM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I 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 (PSI) SIZE' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE 8"xl2" RECESS DOOR LOADS (PLF) HEADE x. " Ia�dR .ra, Rz es<jurn, n"rol� "al�mlp— m.".. mw.a mw.avRRE ma" Ix)p.a WIRE In ab a In. . WIRE Ihan. mwewaRs mR".a fllw.aWaRE (2) . RR T mweW,RE mw.a saa a).— IP. mwe.. 1. mw.sWVRE (P. m w.aWaRE mw.> mw.cwlRE In R"mw.swaRE mw.aW,RE mw_. ea mr"a (n d.61WRE Inllna aW In weaWRE InRna m d.6WIRE mR"a RREuer Ind.6NIRE mR".a GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x18'RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER earl "na"u, wirvim, "ai"iui a�$71� nzr a,0000aa z. za RREcnar md.eWIRE (2R 3 RREcnsr mw.awlne mw (x)w.a WIRE (2)Ne 3 461ta0 RREGM? (xld.e WuxE Inwa la]CV 11 i Ixlw .e— I2)Rc. Y-tv Y (21 w.e WIRE (x)..e onEwr Ind.ew"E In RR. (nwawm `) T1 (2) WR+P In"e. (nd.awaxE R). RREwr In wewwE mRa.R mwawwE (xIRR.a RRECMr In wawa" mRo.a xnr4 (2) WIRE R)Ne.x Ixl d.e w"E M.4 md.e WwE In Ne.4 fOdo RREwr mw.awE,E (z.. mw.awaa mRa. A R C N I T! C T S 6 GWWsolgn 4i N. RONALD REAGAN BU LONGWOOD, FL32780 PH: 407-77"078 FAX 407-774-4078 www.ebdoeigngroup.00m AA N: 0003325 8111111 ,amm, BUDDIV. !c LOT: SILVERADO LOT #20 BLK #14 PROJECTQ 03719.000-20141 MODUZ "2558-HAATHORNE" GARAGE sWMC;: LEFT PAGE: DETAILS 150 H O1 r 1/19/21 HCALE: 1/4"=1'-0" S2.1B .tl °J' N IIIIIIIIIII I -IF CJ3 ■ ■ 11 Y • • 1 1 1 tl ■ 1 1 • 1 a 1 Y ■ I a u N I CJ5 = M tl IIIIIIIIII N n M tl M tl ■ M 1 11 N IN EJ7 ssa= ■ • ■ ■ • • tl e • • ■ n x EJ7 ® tl N tl tl p Y a N Y N 1 U 11 EJ7 1B ■ N a 2X SCAB 4'_0' LONG ■ ■ M Y p • N ■ ATTACHED TO BOTTOM E17 I I I I I I I I I CHORD WITH 2 ROWS Y Y a M Y ■ ■ p 10d NAILS STAGGERED • 0 Y N N U @ 4" ON CENTER EJ7 e s �. I I I I I I I I I I I I ■ • Y ■ ■ e • e ■ ■ ■ e u q EJ7 ;.�_�= rl•I I I y�A 1 I I I I N I I I 2X4 BLOCKING BETWEEN EJ7 TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) L r _' _ • i I N I I I ■ I I I I I I I I 16d COMMON NAILS 8 SECURE r_ } "i"Y " ■ tl ■ ° a Y • ■ a N N TO BM. W/ SIMPSON LTA2 USED EJ7 : _ s TO BRACE TOP OF WALL. I I I I I I I I I I I I I N EJ7 Ir7" • • ■ L' J I I I ■ ■ I N ■ I tl I ■ N I I N tl N I EJ7 = s>a = N ( ■ N N Y tl p p RIDGE EJ7 EJ7 ��_�= I tl ( Itl ■ N M ■ ■ M ■ ■ p M 4 EJ7 r�=�= p • N q R I— III Y x (IIIIIII p M N Y N R II r 1A U .1 � s »_ • • 11 II • I— �\ ■ a • Y M tl Y p— —I EJ7 q Y Y Y ■ p ■ M ■ • n N CJ, "• 4 Y R I I to • a ■ tl N I ■ I p Y ■ 1 1 • x N n x I I CJ3T U `�� N tl M I I Y I I I I I N Y Y N M tl p CJST 4 e N I I I I I I LLxxx I EJTT N M q N I R • I I N I Y I Y I p Q� N I I N I EJ T ate= n RIDGE a W p CJ5T CJ3T — — -- --�— • ■ It a a Y I■ ■ a It~■ Y Y CJt p Ilnll II n M tl N u EN • p N i� ci c~i c~i c~i N N a a a a a a U ,-• I. a a Q a a Q 6 Q IIN�aN�I� n N 4 n x u u u RIu E Iy1 N tl 4 x ■ y (q p N R i =I N NII N I N� N• 'A ' 1 Gam! FRAMING PLAN SCALE: 1/4" = V-0" 2 U Nm n CJ1 x =I I CJ3 II a\Q y 11 CJ5 EJ7 II ® : EJ7 EJ7 II J7 J5 J3 N J1 II CJ5 • II II Y I xN CJ3 N=I CJ1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177"' x 2 7/8" LONG, WITH WASHER ® 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAIMAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GrDesul ign LONGWOOD, FL32750 PH: 407-77443078 FAX 407-7744078 www.abdosigngroup.com LN. AA M: 0003325 it 'F a OUNDIV. a■ LOT SILVERADO LOT #20 BLK. #14 PROJECT/ 03719.000-20141 MOasZA "2558-HAWTHORNE" cwRAOE OW 117G: LEFT PAGIC: FRAMING PLAN 150 MPH/kV. B {1) SIMPSON HETA16 TRUSS ANCHOR WITH x (9)10d x I J" NAILS TO TRUSS -(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 k" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {i) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3) 16d GALV, COMMON NAILS. IX2 SECURED W/ 10d GALV. COMMON NAILS 12" OIC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFL00R SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", W x 4'-O" 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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) E1ATYPICAL TRUSS/ 1B 1C GIRDERCONNECTOR(S) S = BAMBLOW IHCOM 3/4'WOOD PANELS F (2)12' WOOD PANELS(2)1/2` WOOD PANELS 2x LUMBER 314" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE -ENO WOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP N0 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. r_,_"\I-JOIST CONNECTION @ L.B.W. �* SCALE:3/4"=V-0" (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >5l8" HOLE DIAMETER < 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5I8" 01 BTM. HOLE DIAMETER PLATE < 31" DBL. STUD STUD NOTCHING �1 AND BORING LIMITS O SCALE: 1 1/2"=1'-0" ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAi6 —� TRUSS ANCHOR WITH (9)1 Od x 1 }" NAILS TO GIRDER, PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 2x WOOD FASCIA -r SEE ARCHITECTURAL 2x SECURED WI (3)16d Z L-" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS SCHEDULE 12" O/C SEES PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ IOd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t x 5" TITEN HO TO CMU AND (12) SDS }" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HO TO CMU AND (18) BIDS }" x 3" TO GIRDER C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J" x 67ITEN HD TO CMU AND (18) SOS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" 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.) F2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S)—mvrw-fw 88�8 BACIRRKOOK THKOMM 0500 3/4` WOOD PANELS 8000 (2) iR' WOOD PANELS 80 (2)112-WOO D PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx112 HOG COMMON NAILS. @ EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKERBLOCK HTT4 W/5/8' A.B. WITH MIN. 7" EMBEDMENT TO SLAB AD'IRECTLY. (18) 16d 2-1/2" NAI POST TO ON SLAB �VUWOOD POST CONNECTIONS 5 SCALE: 3/4"-V-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV, COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS WI (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS WI (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D- SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"" 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) 314'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) il4" x 2 1/4" 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)1/4" x 2 1W TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 6 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1'-0" V-0" MAX (W/1X4) �R 10'-0" MAX (W//2X4)), A I C I I T I C T• GrOUPO- 41 N. RONALD RE'AGAN BLV LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeslgngroup.com AA #: 0003325 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE WI (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) {x, Lu 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2X6 PT. PLATE ( 1 )"X" BRACE @ CENTER TO BLK W/ 112" 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 1X4 DIAGONAL MAX BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE TRUSS ENG) CONT. 2X4 SECURED W/ REQUIRED ' EACH TRUSS TO BEI TO BE INSTALLED @ 10-0" O.C. MAX. 4p BTM. CHORD OF WOOD ROOF TRUSSES is SEE SCHEDULE FOR BOND BEAM RED. 1x4 BTM. CHORD BRACING 6'-0" OIC —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHE�DULjj. SCHEDULE SEE AMING PLAN 1 SEE SCHEDULE FOR BOLT SIZE • SE�HEDULE wo 5 1/2" MIN. EMBED. (TYP) 1, ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4, EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °P g CLOSER THAN 6" OM. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE WEDGESPACM CBYIRALWACNO A DOUBLE 2x8 112' S" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C c DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6" O1C 12" OIC 10 WOOD LEDGER DETAIL SCALE: 3/4"=V-0' BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BDALE:34"=,-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 HIGA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-U' FBLY- Z 1.074 RADO #20 #14 # 03719.000-20141 1AoaEU "2558-HAWTHORNE" aAieAas 8WEM: LEFT PACE: DETAILS 150 MPH E . B DAA �: 1/19/21 aCAIM 1/4"=1'-O" aiI1c= S3.1A 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION —j BLOCKING SECURED TO WALL W/ (6) 3116" " x 4 TAPCONS 2x4 STRONGBACK, �1 FLOOR BRACING SCALE: 3/4"=1'-U" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1 ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW W. CMU WALL— REINF PER PLAN PER ELEVATION PER ELEVATION 2x4 P.T. CEILING NAILER W/ MASONRY NAILS 12" O.C. 1X2FIRESTOP— w #8 WOOD SCREWS x 2" LONG ® 3" O.C.; MI STAGGERED OFF CENTERLINE OFF 2x6; lit 3W AS SHOWN DBL2X8LEDGER TO CMU W/ 1 /2"EXP. BOLT NI AT 16" O.C. AND 8" FROM IN END W/ MIN 5-117' EMBED. u' FLOC /4„ NALM PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) 14 J41 REPAIR DETAIL IF MR LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3l4"=1'-0" PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2.6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's B" O.C. MAX SIMPSON H6 W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (8)8d COMMON NAILS EACH END FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12" HOG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1 ST PLY INTO LEDGER AND 1 Od 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8"CMU WALL— REINF PER PLAN 1X2 2x STUDS PER PLANS FLOOR DECK 2x4 BLOCKING @ EA. BRACE. NOTE: TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING NAILS a EA. END MUST NOT BREAK WITHIN 2x4 BRACE ® 4W O.C. w/ (5)12d V-4" MIN. FROM 2ND. FLR, ? NAILS EA. END LINE 8d RING SHANK NAILS @ 4" O.C. MAX INTO BLOCKING 16d NAILS 0 B" O.C. MAX FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN)—/ IN BOND BEAM RED. BOND BEAM REQ. SIMPSON HETA-16 32" O.C. MAX. (VERIFYW/TRSECTION DETAIL PLAN) AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 20 SECURED WI (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL V SCALE: 3l4'�t'-0" STRAP TRUSS TO PL. SEE SCHED, BELOW TRUSS TO TOP PLATE A - SIMPSON MTS12 U - 990 LBS W/ (14) 1Od GALV. NAILS. B - (2) SIMPSON MTS12 U � 1420 LBS WI (14) tOd GALV. NAILS EA STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" 4 1/4 MI #8 WOOD SCREWS Ik x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS I 1 1 I e/4" NAILING 1TEPA�N � L-PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE BL2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL � SCALE: 3/4"=1'-0' 2x STUDS PER PLANS 2x4 CONT. W/ (4)16d NAILS 0 TOP OF FLR TRUSS (TOP 2X4 SUPPORTS BT. PLATE OF 2ND FLR) FLOOR DECK 2x6 CONT. Wl (8)16d NAILS @ ST. OF FLOOR TRUSS (ST. 2X61S FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 0 EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2"GYP. WL. BD SECURE ST. PLATE TO SLAB W/ 12'5ff WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16" OC MAX. 9a 9b TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=l'-0" 4x4/4x8 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 O• •:0 : TRUSS/WOOD POST CONNECTIONS F t VO t VU 1 Vl, SCALE: 3l4"=1'-0" TRufs T'O PofT CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14) l Od GALV. NAILS. B - SIMPSON HTS-20 U - 1310 LBS W/ (20)1 Od GALV. NAILS. C - 2-PLY-SIMPSONVGTMDU4 U - 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3'SDS, (1) 5/8'" A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST POST TO BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,680 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 CIA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB -UA565 W/ 5/8" A.B. WITH MIN. 7" A I C N IT I C T I 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA f: 0003325 4 a atMD:v & LOT. SILVERADO LOT #20 BLK #14 PROJECTIP 03719.000-20141 MODEL: "2558-HAWTHORNS" OARAGE 8WIMG: LEFT PAGE: DETAILS 150 MPH la/b) mm rPRmT 1/19/21 DCALE: 1/4"=1'-0" 8IiEET S3.1B • r FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15132" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM Bd RING SHANK,0.113 170,000 RING RINGS Fi667 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 2 318" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7116" OSS, PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEM ENT SPACSNS ZONE 1: Sd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2B, 2n, 2r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD Sd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT f_� a1 GABLE -END RAFTER OR TRUSS ROOF SHEATHING 3 a o �3 m R BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD•L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 20 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. ENO, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE CBd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6"S" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS HIP RDOF i A >� FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION BQE TYPE 9PACwG REMARKS —I-- SIZE TYPE I E.c_ IR-MAW49 1. PT FURWNG TO OASE HARDENED COx GAMGE DOOR BUCK tlY Du. T—N M0.RONRY 111EMBED., VE...T„ MAaONRYICONO. NAx 11?LONG. 0" TO MASONRY,T:ONC. NO WASHER FASTENER e, 11?EDGE DIST, EOU,AL EXr, WORE CAGE HARDENED COIL S'QC WNDW4WdUFASTENED GNUGE DOOR EJOK ,?Du.WI IXPANSKIN BOLT 2A"qC PEMBED..PEND-T,. ,KPT,SEENDTEE NAK 11?MONO. STAGGERED INTO NMSON2YrIDNC. TO MASONRYICONC. WASHER TEDGE EST. WNDOW BUCK CARE HARDENED OOIL PO'C WWDONIDOgL FASTENED METKeTPAPTO CONTACT THIS ENGINEER FOR SPACING ,. Pr, sEE NDree NAx „?LONG. STAGGERED sno MAsorslrrcoNG MAsaNRr/cDNc' REQUIREMENTS EXT. 9N'NIG DOOF (2)9na9W 1APC1W 11?EMBED,EEND. NON BEARING WOOD IY2` EJfPANSpN A•EMBE—END SUp(2•PT,SEENOTEB NO WASHER FASTNER ,e Qt OLRT..I EDGE DIET. WALL TO CONO. SLM WIWASHER WLT �'WL GIST.. 3• EDGE DIET. 3 Prwll410W BIlIX O.taB'PAP •21Po' YOIC i'END. DIBT.,1,? PTTO STEEL COL., SEE WIWABHER STAGGERED EWEO61. NDTE a NOIN 11LES 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 MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 7m EDITION AC1318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM CMIC331A. MkXMUM AGGREGATE SIZE SHALL BE Yr. PROVIDE 6%AIR ENTRNNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. RD =1100 PSI AND A MODULUS OF PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR EARNER MEMBRANE UI4DERALL SUABS 44ROUND 0ERE INTNCATl310N ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DfM1WING3. SEMIS UPPED 61NCFES AND SEALED WITH Al9E3NETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE D EDRETENTIONLELS OF 0.25 PCF OF A BORATE PRESERVATIVEUM FORMWORK: CORROBORATE R(DOT). WOOD FOR STRUCTURAL USE BE TREATED FOR ANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 761 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH, AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al DIM/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED Y-O' OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A6154615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Oaf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. 20 pst TOP CHORD-non-DDncunenl 10 psf BTM CHORD -non-GDnwrronl TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #6 BAR - " #5 BAR - 3030' #7 BAR - 4242" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEADLOAD FOR ADDITIONAL INFORMATION. 15 pet TOP CHORD 20 psf TOP CHORD WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS- BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14 'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, (7 pat w/ ASPHALT SHINGLES) (10 DO w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 PSI BTM CHORD 5 pet BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpaf 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 psi WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (NBC 020) EXPOSURE B, RISK CATEGORY II) B,RI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC WITHOUT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS; STORAGE: 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 AND DECKS: : 40p GUARDS AND HANDRAILS: GUARD NTS: COMPONENTS: SOO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR $WALL AGE N SLEEPING OM: 4 VEHICLE GARAGES: SOpsi, ROOMS OTHER THAN SLEEPING ROOM: 40pai, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION dOpaf MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATION$, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-80. GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING 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 NOTEDLAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE . ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 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 3/8' 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 pet, FOOTING TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1657, 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 REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR S X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A`SWti`OOM, GRADE B, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 35 kel. TUBE AND PIPE COLUMNS SMALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITHMSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMPSHALLNOT EXCEED 5"4-PRIORTOTHE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REWIREMENTS OF ACI 34AND ASTM CIMIOM I OR MEASURING. MIXING, TRANSPORTNG, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE THE -STAMPED WFEN CONCRETE IS BATCHED THE MAAMUM TIME ALLOWED FROMWHEN WATER 18 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 00 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIENUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REM SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATICNST B. FOR CONCRETE EXPOSED TO EARTH ANDOOR WEATHER 1-Vr FOR f16 AND SMAIlER r FOR 46 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMM, TIES, STIRRUPS L uPn Gro� 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 o� U 1lvsDIV ae IdoT SILVERADO LOT #20 BLK. #14 PROJ>cCT# 03719.000-20141 UODSl,a "2558-HAWTHORNE" GARAGE OWING: LEFT PAGIC: DETAILS 150 MPH EXPAB) O p 1/19/21 aCAXX. 1/4"=1N-0" sk cwr 1. S N1 3;,'Bos� F-; f--) f I q I .1 1