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HomeMy WebLinkAbout35659 Stella Vast DrIF 99 • 99 1 of72-4EAB-ARIA HOMES 12602 TELECOM E)RIVE, TAMPA, FL 33637 T4&1- (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY VVITH PREVAILING, CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES OC i REVIEW DATE j 9 2020 CITY OF ZEPHYR H PLAN EXAMINER • 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 ppsm�s�m�u�l ��� G �g. +awniau•s+sM 6M EDffXU A I ST *M•* .yw sAw ryOA„p -AM M4 WWY NW �l, {C Wa/Yl -OCCUPANCY —RESIDENTIAL GROUP RS CONSTRUCTION TYPE - VB ,MIN, INTERIOR FINISH - CLASS B •BASIC WIND SPEED — Vult=150 MPH Vasd=118 MPH :EXPOSURE - B •1—STORY RESIDENCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY AD AIR DJUSTA LE MC.LUM MEDACIDS ADJ. ADJUSTABLE M.C. MEDICINE � �g�AGE MI MANUFACTURER VRER BD. BOARD MT. METAL THRESHOLD CL CABI MTD. MOUNTED CAB. CABINEETT MIL. METAL CLG CNss. TO SCALE CLR CLEARLEAR oc. ON oxCENTER CONC. CONCRETE PL PROPERTY LINE CPT CARPET P.B. PUSHBUTTON c.T. CERAMIC TILE PH. PHONE DBL. DDOUBLE RYER PLYWD PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. ffiaMETER P.T. PRESSURE TREATED DIM DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN DR. DOOR REF. REFRIGERATOR D.S. DETAIL o �� OPENING D.W. DISHWASHER S.G. SOLID CORE EXTDR A. EEACH SD. SMOKE DETECTOR ELEV.0EQUAL x S.H. SDAGLEHUNG EQ. EQUAL SHE. SHEET EXH. EXHAUST SHTHcWR. SHOWER 0 FEXT.G./ EXTERIOR Sim SHOWER SIM SIMILAR F.GJFX. FUEL GAS F.O. FUEL SL. SLIDING FBA. FLOOR SL. TD. STANDARLAss Ftx FLOOR STD. STANDARD FLuoR FLUORESCENT sws SHEAR WALL FR DR FRENCH DOOR SECTTON Frc, FOOTING TEMP. TEMPERED GLASS GA. GAUGE TBK. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND.FAULT CIRCUIT T.O.P. Top OF PLATE BLISS DPTER T.I.S. TYPICOF AL AB GL. GLASS TYP. TYPICAL GYP. ED. GYPSUM BOARD U.N.O. UNLESSNOTED H.B. HOSE BMLLOW OTHERWISEAPOPRO H.C. HHOLEA ER C°RE W. WASHER PROOF IHNSSUOR L T INNSULLATION WD. WITH D INT. INTERIOR WDW. W'NDDW WIFEWATER a UGHTIRON DATE DESCRIPTION O1O&1 GD,81881ED ARCHITECTURAL SHEET DESCRIPTION j� 2011 PAC. UPDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES PG AI —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml —MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS pvjw =16 RE -ISSUED 04/IS/lb FOOTING REVISION PER M. BCXIEB OT/7I/19 PLAN MAINTENANCE 03ftft REVISED LINTEL SIZE AT FRONT ENTRY DOOR O6/2M ADDED LED LIGHTS a KITCHEN 4 SATRROOV PER MAW eOMS QVI A ADM STORE OPTION ELEVATIONS V 4 V W/25M ADDED OPT. $'-& CEILINGI HE6HT ®U®IRO REPLACE TOP CONECTOW UATH SMIWN.CONECTORe • 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 OU340 OPT.V-D' CLG W.T. ELEVATION 'C'- REVISED MIGHT OF ARCNU4Y S .FT. CALC.-S Q LIVMG ��� W. �{. ENTRY ass S/a.FT. ENTRY �. LANAI 5G Sca. FT. 3B SG'. FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABRITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN ED OF TO BUILD THIS PROJEOR CT BASED ON NTHIS N IN ORDER 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. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE HN G ENRATT+D FOR UNCLEAR ASPECTS OF THE ESTRUCTION BASE ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com L AA N: 0003325 � P y p � � m Y 8v13DIV. 8c 1. SILVERADO LOT #14 BLK #18 PROJECT* 04128.002-14181 MODEU 4EAB "1672-ARIA" GARAGE STRING: LEFT PAGE: COVER SHEET 150 MPH EXP. B HAVE: 08/20/20 SCALE: 1/4"=1'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 817E WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE, CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE G C U 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID OWMETALLIC 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/:INCH GYPSUM BOARD OR EQUIVALENT. 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: 1. 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 (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GLADE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSIWHES 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, 1l2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1D63.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. ME RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA *: 0003325 q J b m Ilk SUHDIV. & LAT: SILVERADO LOT #14 BLK #18 PROJECT* 04128.002-14181 MODEU 4EAB "1672- ARIA" GARAGE 81/LNG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B AA NO Dvmrr -1 A . 08/20/20 SCALE: 1/4"=1'-0" SHEET GN HIS 4F 9A'.A' o'Irrrrrl`° olnunnnnn�a ��� °Illrrro o °I�° 0 i '11 � 011rrrr'° °Ilrrrrlo 0 iWIT 3© r/44 m s II �. [AUN ® - BOLLARP - -- ra RAJ= w PERCODE mi FOR— 6 _ �i i GMAGE I� ® i Z �' � i y . i a]Irrrrrrlla °4r10 ollr'° ollrrll°I °Ilrrllo °llyd° - I Irrrrrrrrrrrl f/3Fi11%/J1L/i! SQ.FT. CAM'S LIVING ICs12 80. FT. GARAGE 432 80.FT. ENTRY 38 $a FT. LANAI S6 SO. FT. TOTAL 2238 Sa FT. 0MFOI WNDMADCIgMIDLQDB MW MID EFOM FOR 1 OMM MM OFEM Sam DOZE r WHODM r3VM NDTRE FONTME MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA S:G.D. MI?lL 41 5 23/-2S CRITERIA 16010 O.N.D. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vuit) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONI & ATE0YO C DBL. TOP PLATE m BAR DETAIL A SCALE.112'.I' e 0 DIM. VARIES ARCH DTL. B SCALE: 1/2 . I'-0' FLOOR PLAN SCALE: 1/4' . I'-& NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EG7UIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN St LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com k AA M: 0003325 rr 9vEtaIV ae LOT: SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 MODEIs 4EAB "1672— ARIA" GARAGE 9TnNG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DAR� 08/20/20 9HEET Al •/-18'-B' ®LOG. HGT.,I, FYPON 0V12X24 �\ OR EQJIVALENT SHAKE SIDING AS SPECIFIED (TYPJ b' RAISED BAND (TYP.) 8'-8' BRG. 4 OPT. COACH LIGHT FRONTSCALE: 1/4 - F-V TEXTURED FINISH NOTE, WALL r-A,ESTRATION FLASHNG AS PEIP 41NGLE ROOF 4' FREIZE BAND (TYF'.) b' TRIM BOARD (TYP.) _ B'-8' ERG. HGT. V-S' BRG, W.T. I'-0• BRG. W.T. FTPON I, BKTIIXII OR 46 =IVALENT rn. /-4' RAISED Y BAND (TYPJ IL__o FIN FLR_ 0'-0' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I�/ OFF RIDGE b AREA OF ATTIC 2235 SQ. FT. NET FREEVENTILATION AREA REQUIRED 1/3D0 REQUIREDVENTILATION AREA = 2735/3w 7.45 VENTILATION AREA SQ, INCHES PER FT,(144) • 1072.6 SO, IN. MIN. REQUIRED VENTILATION .5X 1071.E IN UPPER PORTION OF ATTIC - 5364 SQ, IN. OFF RIDGE VENTILATION AREA = US SOL IN. PER VENT $364 /115 TOTAL#OFVENTSREQLARED 4,66435 TOTAL#OFVENTS PROVIDED = 5 'AREA OFATNC IS THE PERIMTIER OF THE HOUSE, LESS THE OVERHANG TE EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGSINCLUDED ME 7m 7m WIN REAR ELEVATION SCALE: 1/4 • i'-0' TEXTURED FINISH 8'•B' BRG. HC#T. b' I 0 2'-4 4D v � v I ITrr. 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 0'-0� FIN. FLR L—� I a m I _,►8'-B� BRG. HGT. I I LOUVER DETAIL A -- off 0' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774$078 FAX 407-174 4078 www.abdesigngtoup.com AA #: 000332E d lKa J yi SLTHDiv ae w SILVERADO LOT #14 BLK #18 PROJECT 04128.002-14181 MODEL• 4EAB "1672—ARIA" GARAGE 8TnNG: LEFT PAGE: ELEVATION I'D" 150 MPH EXP. B N D � 08/20/20 9CAL.E: 1/4"=1'-0" a*== A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINUS POLE IICv OUTLET IIOV OUTLET h OF OUTLET WRm TO SWITCH �OPI OUTLET [OMFW mPAULI N1ERI (TAMPER RSSISART TYP? 220V OUTLET (4) WAR CONNECTION -F-- % -�/^ GN EXT. WATERRD 'OF OUTLET ORgID FAULT NtEROIPIEIa SWITCH SWITCH 3-WAY OF -ER $4 BUNTCH 4-WAY OMR. oleo [+Dora® LIONT CEILNM LIGHT © LED CLG LIGHT LED VAPOR ©vp PROOF LIGHT O VP VAPOR PIWOF LI WT OQ RIICSSSSD CAN eVISIT, PAN 1 CFM PER SSL FT. VENT. FAUN IIVLB/R i OR7 PER S6 FT. V FIKTUIC [SPECIS 7BD ST' ® 4R'MDAROUN WRAP f D) WRAP • qHT AROUND �� [BUR�ACE TI'N J 21 FLUOR W FLUONB4NT p 8 X W TRACK L10a O PANEL db METER OS,D, B'IOIQ DETECfOIe wimmum IT-r WALL MOUNTED SAZ DAQ&-IIP 1 1 BMOIQ DETECTOR WLNBIII I S/CO COMBO OO!T[CTpt C OFE SHALL EB A DISTANCE OF NOT LESS THEN 4' PROM SALL PEOAT LIGHT �'V NATIEML am T ► TEL@11ON JACK 04 WA„aE HE.TER MONJILEYAM C T I 040 eaAUON {� TELVAI N H JACK a BOX OJ•BOX SIA TO all PORIED N ACCORDANCE UV SON MAOmD A & SUCH FOR CES-NS BOUT PECUtpop RFANM1gHf 1 EN.NO ATOCCORSIfPORTDANCE YYD OON MARKED AS auFOR anaa 24' INCANDESCENT LIGHT STRIP a�nnoq 'JA' ersNDEecENr Llaw sTRP ennnnnnn 4r NCANDSOCINT LIOIa STRS• FLOOD LMENT KR, OPT.KSSCUETTADRITY PA MewoUTTON FOR CHS'ES use FORT • LOCATION OF TV JACKS N M409 OUTLETS N PANS TO BE VERIFIED • HOMEOUNCR PRE-taISTRJCTION MEETING. • A -I. 0 N 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED FER ELECTRIC -AL PROVISIONS OF BXd (2GV N !EC AO)2 EDITICIL WEDITION • QR A0 DEDICATED LAUNDRY C CU • R ISLAD (NOT ON KIT I IT 0 IS CUSCCK TO OI TO BE LOCKOUT N PANEL • DIMWIwom *"UST PAN • BATNROO'1 EiILAIBT FAN TO HAVE MN CAPAGOF SO CR•I NTEIFIITTI9•R PER ELECTRICAL PROVISIOIO NS OF SECTION M0013 M IG % PATADi • RONDLAUNDRY ROOM FAULT OROUM-NTEIOEI•'IER PROTECTION FOR PERSONNEL ON FEEDERS • UERING MHITIOD SHAl BE NON METALLIC CABLE PER ELWTRICAL PROVISIONS, OP REOE ATH ED (20MA • ALL WORK TO COMP -LT WITH ELECTRICAL PROVISIONS OF THE FBOE ATH m (]OITI . A AI..A u L BE515mmy ED BY . DEIE PE Pm FEO- D ERIY CoNall TN]N (R[ADENTIdL ElEItl,Y E4CISNCY) 201'1. Ath iD171ON RA041 OPT. COACH LIGHT - - ELECTRICAL PLAN SCALE: 114' . I'-0' ®aa0 o �a®mom m ®a®E*• •.�BOm mm���o� �O� �E��L"�E�EO _--- 0SSF7� SSFl7S0T-SOSOS� ms's•)•L'.u,t•��©ESEEL'6� 01511111 o a� ® EE�EE��f3�eEEE�EE.7 �r�L'��i3� E.!•EEaiil♦IW^� EFl•�F.'�3�EE�E� u�E7EEf,EEEI� �EE� �SSFkEk1• MONSOON!SD SSFlSSSSSSSSIC��SES�SS� �� - SEi>• S0 Via•®�_-`' F7�S��S�I ._.. ....... .. ��R m LED LIGHTING Ca? SINGLE LAV. • BATH R 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY OTH ELECTRICAL PROVISIONS OF THE POOR 6LW EDITION (20111. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/TFUN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) N 1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 A2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. m LED LIGHTING C� DOUBLE LAV. OUNER'S BATH PROVIDE 34/0 CU, THLN l 1% CU N 2' CONDUIT OR 3 14/0 AL, THWN l 1% CU N 2' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER N NEMA 3R ENCLOSURE E�OARP TELEPHONE SERVICE ENTRANCE EGUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE COFNECTIONB 150 AMP O/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE ECIJIRO:NT I •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVI81" OF THE FSCR 6tW EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003325 m sysD:v & LOT: SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 UoDEL- 4EAB "1672— ARIA)) GARAGE 8TnNG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B or ATE'. 08/20/20 BcALE: 1/4"=1'-0" SKEET E1 II I II I II II I I I I I I j I Lp Ls I II II I I O 9 II • ill • I I I i ;� 0 — IIi I � I u � n i I u I I II II ONp L ----J I I II II II � ;D eti m PLUMBING PLAN SCALE: 1/4 . I'-m' IJ KITCHEN SINK UV AUTO VENT 2' V.T.R. 2'—I` 2 I I I I/2' I I LAV. AV OHM 2' V.Mk 1I/2 2' 1 I �-I 1/2' I2• 1 Tull Lw UC. I PLUMBING RISER DIAGRAM TO 1"I Ni RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.coIn AA N: 0003325 A J aunDiv. Se LAT: SILVERADO LOT #14 BLK #18 PROJECT/: 04128,002-14181 MODEL.' 4EAB "1672-ARIA" GARAGE 9MNG: LEFT PAGE: PLUMBING PLAN 150 H EXP. B DAT]C: 08/20/20 9CAL.E: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2.3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20I1) MECHANICAL CODE 6031 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) 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 CEILINGS AND WALLS °�^"L HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DEF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOT: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC O O EXTERIOR WALL PLENUM y AIR RETURN RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER EXTERIOR EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY-- y PVC SLEEVE TO LINES BELOW SLAB LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 'SXI 1/4' $WT. MTL. SCREWS R REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE M AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS SEE SPEC. 1'-S'XD' CONIC. I I FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL WADE 8240-K JOSAM 56000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC INV. fwrm SITE PLAN INV. SEE 917E PLAN vFL00R SLAB CLEAN -OUT (TYPN� (g)EXT. GROUND CLEAN -OUT (TYP.)MECHANICAL PLAN NTO SCALE: 1/4 . 1'-0' EM a 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003326 t� i q J • �} N aVBDM & I.OT: SILVERADO LOT #14 BLK #18 PROJECT 04128.00 -14181 MODETA 4EAB "1672-ARIA" GARAGE 8TfMG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE PRE -FAD TRUSS 1/2. CLG. so"I'RD—/ 1/2' DRYWALL —t Vtr SECURE DT. 2X4 WOOD PLATE TO SLAB STUDS 024' W/ and MASONRY O.C. NAIL • 32' O.C. MAX I Ir SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL WING PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR, Y ' 4 j TYP. INT. WALL NON—BRG. p j SCALE: FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R5M*I1 ON I}' O.Ss. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1'-0' TYP. O.H. 1/2' THICK, 2 COAT PORTLAND—J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN, FLR_ A/S' GYPSUM B< OR 1/2, HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2.P.T. FURRING STRIPS • 24' Or— a, CMu 1/2, GYP. M. BD. WOOD BASE FIBERGLASS SHINGLES OVER °30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1J ON �' Ob.D. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OL 0'-0' FM. FLR a 4 n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE• PER SECTION W5.1.1 - FOR ROOF 5 1—STORTO LESS THAN 4-.12, A Y HIP BLOCK WALL (2)OLAE ERIUNDERLAYMENT SYSTEM D1 SCALE, 3/4'.I'-m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22h TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 COME* BRAD 0"Immy TO CELL Ab PM ♦ 4�� • 4 ��� I •!•4A•i!�!i4�i0!�!�!i�4�� is • •� •��� , STRIP 1-IIvcm r:4�i_4 ♦ AA4�Q i!��il�!d�A•O�!dQiT�!i�iiMAT�M PASTIIIHM TO BY Map. ,/�21GAS UNE THRU BLOCK �3 GARAGE DOOR JAMBS f� u FIBERGLASS SHINGLES 2X4 SFMAX F 24' O.C. MA OVER 030 FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA END INSTALLED PER SECTION 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES RWDJ.1 ON J' O.S.5. PER STRUCTURAL DETAILS OVER B0 FELT PAPER OR SYNTHETIC SHEATHING OR }' COX PRODUCT, INSTALLED PLYWOOD SECURED PER NSTALPER SECTION FASTENER SCHEDULE R805.1.1 ON i' Oba STIFFBACK AT ALL UPRIGHTS SHEATHING OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER m' m, FASTENER SCHEDULE TYP. PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE MTL. DRIP EDGE O.H. O.H. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS If ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8' GYP'81UM BOARD OR I/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1F1' THICK, 2 COAT -1/2'GYP. WL. BD. PORTLAND CEMENT WOOD RASE a, cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLfIL 0'-0' FIN. FLR a' CMU a m .. .. a ,a 4. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL Dill, SCALE, 3/4'.I'-m' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b 6w R O SLTHDIV. Ae LOT SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 MODEL' 4EAB "1672—ARIA" GARAGE 9VaNG: LEFT PAGE: DETAILS 150 MPH EXP. B I 2X6 P.T. • CENTER OF DOOR MADER 6ECWlED IW (V V2' X B J-DOLT UV 4' MIN. EMBEDMENT W( 2' X 2' X IW WASHER 4 NUT OR SV (2) V2' X S' ANCHOR BOLTS W) 2' X 2' X WA' UWSFER 4 NUT R ® SECURE 2x4 ON FLAT TO BLK E UV MA60NW IS 0 NAILS, 2X6 GARAGE DOOR BUCK SECURED OR ANCHOR � OOLM, V4' MIN. EMDEDMENT, LLV 2' IN X 2- X VS' WASHER 4 NIT. (U UTNIN S' OP TOP, (1) WTWN S' OF TWO STM, (3)EVENLY SPACED, IE R IE A" NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO H~ACTURER'S INSTALLATION IN6TRUCTI" WHERE AU" W9T0L1GTIO:M AIM MOM BTR616ENT GARAGE DOOR 1 BUCK ATTACHMENT sesw w .ram' 2X4m SECURE TO BLOCK W/ 11(6' TAPCON6 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') B' Cm WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X )i' DRYWALL 18' O)C. MAX SPACING. MUST BE ON OUTSIDE 4 I'X4' OR VX2' P.T.. NAILER 2X6m SECURED THROUGH Ix4 P.T. OR %'X4' MIN. SECURE TO BLOCK W/2-W6' NON-STRUCTURAL V.- ❑fT(MII,L SECURE THRU FRAME 4 TAPCONS TAPCON MIN. 1-Yi EXTEND I-Y4 INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ )V TAPCONS MIN. HEAD SIZE -I" 6, CMU SHANK SIZE .145 MIN. EMBEDMENT I Y4) 'DRYWALL MIN. H3 EAD SIZE 00 MIN. EMBEDMENT I Y4' WITHIN W OF EACH END t IW O.C. MAX SPACING. 'X4. OR 1'X2' P.T. NAILER WITHIN W OF EACH END 4 2X&, ❑ 18' O.C. MAX SPACING SECURE TO BLOCK W/2-i(6' 7(r' OS$. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 I Eli DOOR CASING DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE JAM MIN. EMBEDMENT I YEND DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN 8' aR EACH E4 ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLACK +3/4 OR +5/4 SCALE. N.T.S. 2X4:m SECURE TO BLOCK W/ V*- TAPCONS OR (MIN. SHANK SIZE J40 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN W OF EACH END 4 18' O.C. MAX SPACING, 2X6:m SECURE TO BLOCK tLV2-V.' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 8• CMU 18' O.C. MAX BPACttJCT. IS• DRY 2X8,m ❑ 1'X4. OR SECURE TO BLOCK W!!-INS' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 812E 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 WALL i'X2' P.T. NAILER CA81NCs JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. 18 D.C. MAX 6PACNG NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAI® TO BLACK +1-1 2" in1 WINDOW TO BLACK �'' SCALE, N.T.S. +1-1 " NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED & ) DOOR JAMB TO BLOCK +1-15/1p" inl 11LNDOB TO HL.00K +1-15/ 8 " SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ 2)(6' TAPCONS (MIN. SHANK SIZE .14S MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN B' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XSm SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL INS' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 812E 300 MIN. EMBEDMENT I Yi) 8• C'RU WITHIN 8' OF EACH END 4 ii' DRYWALL 18' O.C. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2X84>o SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHAWK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ttACH TO 2X PER WITHIN 6' OF EACH END 4 MANIFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 1 4' rj;NWINDOW TO BLACK +2 1 4" " SCALE. N.T.S. 2X4m SECURES, TO BLOCK W/ V TAPOON (MIN. SHAWL SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) .WITHIN B' OF EACH END NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH NON-STRUCTURAL INS' SECURE TO BLOCK W/2.11ir'TAPCON MIN. I-Y♦' (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 e' CMu MIN. EMBEDMENT 149 JS' DRYWALL WITHIN V OF EACH END 4 ' OR i'X2' P.T. NAILER ID' O.G. MAX SPACING. 2X8cw SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .I4 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACINW, MANUFACTURES DETAILS. NOR, W1 Y N40m M 1'W! J4l� (00 MO! D,mDY'1 DOOR JAMB TO BLACK +3" F,N NIND031 TO BLOCK +3" SCALE, N.T 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I X-) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X4,m SECURED THROUGH SECURE TO BLOCK WO-%' NON-STRUCTURAL %' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 6, CM11 WITHIN W OF EACH END 4 )S• DRYWALL 18' Or -MAX SPACING. 2XS, I'X4- OR 1'X2' P.T. NAILER ❑ SECURE TO BLOCK W/2-i(6' 2ND 2X SECURE TO SIZE TAPCONS(MIR $H;Y4el STRUCTURAL MEMBER EO .145 W/f2)12d WITHINOF EACH MIN. HEAD SIZE 3 END 4 6' TO B' O.C. MAX MIN. EMBEDMENT cASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IV O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" F' SCALE= N.T I TO BLOCK +3" 2X4m SECURE TO BLOCK W/Yi TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 114) NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2XSNm NON-STRUCTURAL 116- SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 CT81 MIN. EMBEDMENT I Y♦') )f' DRYWALL WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X84mo ❑ SECURE TO BLOCK WA-1/4' N6. O.S.B. X 4' MIN. TAPCONS (MIN. SHAWL SIZE J45 DOOR CABIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACINCs. MANUFACTURES DETAILS. NOR, Y•1 Y NRO� N) /41I� W! (DO N01 DE®X') DOOR JAMB TO BLOCK +3-7/18" 11IND01► TO BLOCK +3-7 18" G SCALE: N.TS. 2X4m SECURE TO BLOCK W/Y4 TAFrA" (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN O' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XSm SECURED THROUGH SECURE TO BLOCK WI-1/4' NON-STRUCTURAL 4IW6' TAPCONS TAPCONI MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') 8' CM WITHIN 8' OF EACH END 4 )S' DRYWALL 18' O.C. MAX SPACING. I'X4' OR I-X2' P.T. NAILER 2X8424o SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB W OR WINDO WITHIN V OF EACH END 4 TTAG14 TO 2X PER 18' O/C. MAX SPACING.*#V MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLACK +3 3/4" H WT0 K+33 4" E, N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407.774-6078 FAX: 407-774-4078 www.a bdosigngroup.00m L AA #: 0003325 2S • QI 44 Y} Q ass �o aUDDIV. & LOT SILVERADO LOT #14 BLK #18 PROJECTO 04128.002-14181 MODEU 4EAB "1672—ARIA" GARAGE 6VIMG: LEFT PAGE: DETAILS 150 MPH EXP. B • • 6 :• i'7Yi`L DATE- 08/20/20 SCALE: 1/4"=1'-0" amm= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.22 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 1149S.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10532.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 21/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 1SO76.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 �aInii auDDIV. & LOT: SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 moDEL. 4EAB "1672-ARIA" GARAGE all MG. LEFT PAGE: PRODUCT APPROVAL LISTING %150 PH EXP. B < �K I )A=: 08/20/20 aCAL.E: 1/4"=l'-O" all== D3 OLPOLD NIWO •PT.A OLPO.O NYMD •rT.A L QRKAM . A.O r.OLD �4:�� ® KICKOUT DETAIL OL Pao rwARO . ® L raD wwc • PR. A WOOD SHEATHING OR CMU R'A aaaAr•n.e WRB LAYER 01, '' asAN - K. ° a OPKAK . Fr. a STUCCO WRAP (FRAME ONLY) l.OE.AM . R. G t POLD Fr. c OVER pr. :1 • TILL prr. C T i ® ® a' THICK, 3 COAT CEMENT ,. CEMENT PLAPLASTER STER (C Iu) COAT LEGEND "° , METAL LATH (FRAME ONLY) rdV ® 0. ® LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB T ROOF/WALL SCREED PLBOTTOMLAYw„R,„,,, LAYER #1, STUCCO WRAP) MAL POLO, pa } tka Oe. 5'X5' 'L' TYPE CONTINUOUS WRB LAYER 1*2 (FORTIFIBER— ""g` IWs (Orw Z (NAIL TOROOF:EAL HCK,NOTWEE BUILDING= PAPER) BUIL LAYER 4, R(PROMEFORTRIDON `� WALL SHEATHING) dln.Ol1G P'ArERfIRAI! ONLY) nwe LAYCR % -- CAP SHINGLE - DO NOT NAIL, X-X-X-X enlCco uwAr d"Arm ONLY) INSTALL WITH ROOF CEMENT METAL LATI-{ LAI ut7R6 o 00.0m WRAP, mm, wrap �� � .. STUCCO �� ROOF CEMENT u ••" MswLPLAINI L. I ROOF PER ELEVATIONS WOOD SHEATHING $ DUAL) ese SELF-ADHESIVE FLASHING NOTE. METAL LATH: LATH TO BE PER SECTION PUT ircop"yPlow -- "MRraw KAL [aCD Q! of T L L, �� °•� R-103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. ,wnow. ,VIORLAP,, mALL►mR N. PER Sa. YARD (UTILITY OR NOMINAL sm"�"'°°� LATH DOES NOT MEET SPECIFICATIONS) wnrwn,r�OuweAtLr rAew.RA► r'°'"A'""A" 5 "L" FLASHING N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 1 � r N W Ip UDDIV. 1g LSILVERADO LOT #14 BLK #18 ROJECT* 04128.002-14181 MODEIs 4EAB "1672-ARIA" GARAGE 81WING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 JWH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF WOOD SHEATHING FLASHING LAYER -1, UNIT STUCCO WRAP LAYER s2, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD CONSTRUCTION ..�—FINISH a WOOD FASTEN TO WOOD STRUCTURAL SEALANT A! ; MEMBER • V OG MAX TOP t SIDES 6 cru JG' TO �' MID•WALL � s e.m 9 DRYER VENT (BLOCK) BUILDING PAPER OVER YrUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.TA ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -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 )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRE+ LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 M' GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 5TEF *3 6' WIDE STRIP DELP ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V PMISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S. •II WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER h 5TEF 02 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFOER BUILDING PAPER 5TE F #4 ELASTOMERICG COATINOVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL 10 SECTION) METAL LATH STEP #5 5TEF #� OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 1 S aaF avea:v ae LOT: SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 MODEIi 4EAB "1672-ARIA" GARAGE 1917117NO: LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (UJRB LAYER "I, STUCCO U1RAP) UJRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO UJOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2vr'k CORNER BEAD (FASTENER 4 SPACING tv -' O.C.) CMU %6' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngrouP.00m AA S: 0003325 evBDiV & I,OT SILVERADO LOT #14 BLK #18 PROJRcT* 04128.002-14181 moDZU 4EAB "1672-ARIA" OwR#j3R BWngG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B AR MNT 08/20/20 DATE: ascAL m:1/4"= a.'-0" 8HEET i 7 A3 MOOD SHEATHINS WEATHER IiE61eTIVE BARRIER � � WEATHER IR�ESISTIVE \ WEATHER / \ 81DIN5 \ DHERING YIKxIiEKAL� / I I61 iAi6 ti�Rla � a o WEATHER �a671VE / \ \\ \\ RESISTIVE STARTER STRIP SAIMERR I \\ y S' SELF -ADHERING \ GALV'D FETAL GALv'D FETAL _ — 1' FLASHTN6 'Z' FLASNM4 v. 1QIIOOD TRAM MEMBER / --- WOW TRIM iS SAIMEMBER GAP TEp I \ ` / OR AP"ROYSID CASM SIDING TO STUCCO BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRLICTION- ISETOND WOOD 84EATNIN6— BART ER RESISTIVE WEATHER RESISTIVE — BARRIER n 4 STARTER STRIP—T ffas.'w OR -T GALV'D FETAL Z' FL46HRT6 HAMIN TRIM PER ELEVATION —� FLASHINGWEATHER -�ERrtIG i FSISTIVE \ I \ \ 'T MARRENEN WEATHER RESISTIVE \ BARRIER 4 s" HERM LASHING GALV'D PETAL WRASWNG / HARDIE TRIM PER I ELEVATION \ ` GAP ULKNG / OR APPROVED SEALANT CASWa SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD RFAGAN BLYD LONGWOOD,Fl327B0 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.00m AA M: 0003325 a 14 5 V VV Y Q T4 I to IE 0 SVHDM & LOT.il SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 MODELA 4EAB "1672-ARIA" GARAGE 8111MG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 PH EXP. B AUG NO PJNT DAPS: 08/20/20 SCALE: 1/4"=1'-0" 82CMT WA4 2x6 SUB-BANb W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ 1/6' TEXTURED I FINISH m WOOD I �� 1/2' TEXTURED FINISH m CMU METAL FASCIA \� WRAP Ys' FROM STUCCO, I' FROM ti WOOD WALL EXTERIOR WALL (FRAME OR CMU) \t 1/8, TEXTURED FINISH • WOOD, 1/1' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR Cm x x x x x x WRB LAYER�M, 870 �Ap(�E �T.) x x x x x x x x x x x x WRS LAYER 02, FORTIFIBER x x x x x x x x x x x x x ----- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 sue BAND RoOFMG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER caE DRIP Eo x x x x x x x x x x DRIP EDGE METAL Klac OUT x x x x x x x x x x x x x (REFERENCE POINT O FLI AN ONLY FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) '1/5' TEXTURED FINISH m /'WOOD, 1/2' TEXTURED \ FINISH m CMU 2.6 SUB -BAND W/I'x4' NOTCH f * I END, WRAPPED IN PEEL 4 STICK ®E VA OI I METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRU55 TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL WWKICK—OUT—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH m END, WRAPPED IN PEEL t STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH m END, WRAPPED IN PEEL t STICK 'ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY I 441 N. RONALD REAGAN BLVD. LONGWOOD,FL32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA 8: 0003326 rn P w f 40 J BUDDIV. A LOT SILVERADO LOT #14 BLK #18 PROJECT* 04128.002-14181 MODELt 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B TS /20 SCALE: 1/4"=1'-0" SHE�VdAE�TT 38'-8" EXTEND / SLAB 1 1/2' i - — — — — — — — — — — — — 3 FM-12X18 FM-12X12 4' CONC. SLAB al N W R 0O W +31/2° m J.a LLI 2'$"X24 9'-6' I o D - FM-12X78 I I I �I I 010. I $-- TOP OF � 1" PVC CHASE N FOR ELEC. ® SLAB I R °D ISLAND 1 I LL 1 �I I �I I � I a I ' I ,.i 4" PVC -- EXTEND CHASE - SLAB 1 1/2= L — — -- TE 1—-- I 3 1/2' I 4" CONC. SLAB - O z TOP OF 17'-8" 2'-8" 18'-0' r _ SLAB I n io IX i I� 17 I ILL W IF O EXTEND- 2 y SLAB 1 1/2' FM-121X18 N •� �I 1,3,4.8' 4'CONG W ¢ SLAB IN I0 I I LLI I IFI 2 FMC-12X18 *71/2" FMC-12Xi8 1.1 _ Li I 4 1 1.1 FM-12X18 1'1 L FM-12X18 J — — — — — — — — — _1.1 _ FM-12X12Ell 1. FOUNDATION PLAN SCALE: 1/4" = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0% 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR,13INDICATES #6 BAR,\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 BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE'M' OR'S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/2' 6MILVAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 12' CONTINUOUS 18, - (2) #5% (+)0'-0' FMC-12x18 12" CONTINUOUS is, 727 # s - VARIES F-24x24 24' 24' 12' # s 2 5s (-)0•-4- FM-12x12 12" CONTINUOUS 12' - 12) #63 (-)0'-4' TE-1 8' SEE PLAN 8' 1441 N. RONALD REAGAN HL LONGWOOD, FL 32760 PH: 407-774.607E FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 1 QA m r m A J ly i BXMDM & LOT SILVERADO LOT #14 BLK #18 P1tOJECTNI 04128.002-14181 MODEL: 4EAB "1672- ARIA" GARAGE BW MG: LEFT PAGE: FOUNDATION PLAN %150 MPH EXP. B 0 DATE: 08/20/20 SCALE: 1/4"=1'70" 9HEET s1 IF 30" MIN. EACH WAY MONOLITHIC FOOTING i STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED f[T��' CELL SEE PLAN FOR SIZE AND < d CELL SEE PLAN FOR SIZE AND REQUIREMENTS I, I.� , 0 CL SPACING REQUIREMENTS Q SPACING P mw m U W a. � � °•. a GARAGE DOOR RECESS 0- ¢ Q 1i FNI °, 7 ¢ vai z • 8' CMU WALL O 8' CMU WALL , f - CORNER BARS, SAME SIZE AS LARGER BAR w w B" Z m— +0'-0'-d_ j IN FOUNDATION WITH 30' LEG EACH v I I I v AT ALL IN DIRECTIONS w U= rn� -a-0• WAY CHANGES TOP OF SLAB TOP OF SLAB I .. - SO THAT THE STEEL REINF. CONTINUOUS ��� ,°,ray •�, U vl ° I,> MATCH AMOUNT OF CONTINUOUS BARS s...I CURB FOR . a�� EXT. PORCH SLAB •. SEE SLAB SCHEDULE BAR SIZE 48 BAR CIA. 4' CHAMFER (1 STORY) 83 18• ;—+ El. PORCH SLAB - VAR S SEE SLAB SCHEDULE TOP Of GARAGE o I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET �;0. AT ELEV: W/ 112' ISOLATION JOINT (WHERE a 6" CHAMFER (2-STORY) gq Y4 W/,/2'ISOLATION 4"CHAMFER (1-STORY) Il4 6' CHAMFER(2STORY)> APPLICABLE) Z SEE SCHEDULE #5 30• JOINT(WHERE •T� EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE APPLICABLE) ? 4 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY 42' N ' AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4'=,'-°' 2 SCALE: 3'4•=,'-°• CORNER BARS DETAIL DOOR OPENING C� GARAGE 3 SCALE: 3 4'=1'-0' SCALE: 3 4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' --�� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT VERIFY HEIEI NAILS, 2-ROWS, 4' O/C BTM. GHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w I 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED j ¢ NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2W" WEDGE ANCHOR W/2' BTM. PLATE TO BE PT. W/FLANGE B BASE ¢ I a, g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 8•, UNO PLATE EPDXY 5-,/2' EMBED. MIN. ®16' OC SLAB W/10d MASONRY o Q O FOLLOW ALL MANF. SIMPSON SPF14 OR SPH6 MAX NAIL 16' O/C STAGGERED. _ CC PECIFICATIONS FOR N < BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE TO = m USE AND I r PREPARATION OF ANCHORS W/ 10d z 1 112' CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4) 1/4' X 2 1/4' HOLE. COMMON NAILS FILL ALL t0 UPLIFT IS PRESENT. TAPCONS Z � ¢ w HOLES, DO NOT USE lad w w x 3" C SEE SLAB SCHEDULE < SEE SLAB SCHEDULE M O 0} Q' + 0'-0' +- 0'-0' ,QQ TOP OF SLAB - � .. TOP OF SLAB,��.; a 4' CHAMFER (1-STORV) ° 6' CHAMFER (2-STORY) 4 �-- • n e EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 3QALE: 3�4•=''-°' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE:34=,'-°' (W/UPLIFT) 8 (NO UPLIFT) SCALE:34=,-° LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON fv—STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN _ SPACING REQUIREMENTS Z 20 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE a " PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O >as BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAIL p� (— ¢ PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. w m U ADDITIONAL METAL :1 CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z �- °�- � , POURED LINTEL CONT. (TYP.) �• e• CMU FILLED CELL (TYP.) TOP OF 51 SEE SLAB SCHEDULE ze :I / - - - 2X WALL FRAMING f SEE SLAB SCHEDULE 1/2• DIA. SIMPSON STB2 BOLTS 5' +-0'-0' Z Z — MINIMUM EMBEDMENT INE TOP OF SLAB � 'ISOLATED'COLUMN PAD GROUTED CELL, 4' FROM ENDS AND ' CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX ° • m POURED MONOLITHICALLY WITH °�.� _ — �� FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �, COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOUNDATION WOOD WALL FOOTINGAND COL. PAD BLOCK WALL CONNECTION (D_,_�lVNTjgELRlT0R (NO UPLIFT) 10 SCALE: 3/4'=l'-O' 11 SCALE: 3/4'=l'-O' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeaigngroup.com L AA 11: 0003325 h BOOR a Lo SILVERADO LOT #14 BLK #18 P1tOJECT# 04128.002-14181 MODEL: 4EAB "1672-ARIA" GARAGE 81WMG: LEFT PAGE: DETAILS 150 MPH EXP. B d N. RONALD REAGAN SL LONGWOOD, FL 32750 PH:407-774,6078 FAX: 407.7744078 www.abdosigngroup.com AA #: 0003326 r a F o a UnDIv. at Lot SILVERADO LOT #14 BLK #18 PROJECTIO 04128.002-14181 MODEU 4EAB "1672— ARIA" GARAGE BWUM: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = P-0" N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK -GROUTED BOND BEAM 0. O CLEAN OUT REQUIRED G FOR INSPECTION m , 4 "d III0'-0" FIN. FLR. +A •a a TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10HOOK BAR SIZEI 48 BAR DIA. z i #3 18, M U #4 24' #5 3W #8 36" #7 41 HORIZONTALNERTICAL REINFORCING 1 SCALE: 3/4'=1'-0' Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND >a> SPACING REQUIREMENTS QF mw U U) Z 8' CMU WALL TOP OF SLAB _ - q TOP OF SLAB a: SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. LU f > EXT. PORCH S7�i 4' CHAMFER (1-STORY) #3 16' M • * ° W/ 1/2' ISOLAT 6' CHAMFER (2-STORY) JOINT (WHERE - #4 24' APPLICABLE) MATCH STEEL #5 30' 8' PVC CHASE REINFORCEMENT PER SCHEDULE 6' PVC CHASE THRU FOOTING THRU FOOTING #7 42' SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE (D]IH� CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 W W W.Obdesigngroup.com AA #: 0003326 h �1 W � d G aU13DM ae LOT: SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 MODEL: 4EAB "1672- ARIA" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER 43 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM O'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE SME & REMARK FMARK DESCRIPTNDN 7O (2) 2X8 BEAM SCHEDULE RaMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, Ole. ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION hell ,'XH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA I ) SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 1 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS BB SAFE LOAD - POUNDS PER LINEAR FOOT *-4-- SAFPL OAD 0-4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH a— r124e e7lsoe er30m eF24m eF2e4• eFaw TYPE LENGTH SITS BFB RCMU TYPE LENGTH e7a•1T NOV IN2.1T SM24R WIMT eFNiT ~T 1F20"7 AF24.1T SPAM SPWIT OF2&U MI -IT 0324T TO (42') PRECAST 2237 3'41' (42') PRECAST 102E TOES 168E 9'd' (42D PRECAST ,w 2w 2w 4w M013E 7001 IwoMillMA 404 an e132 Trot 4'-W (4eD PRECAST 1988 4'4Y (48D PRECAST 766 783 1909 r4Y (48D PRECAST ,w 2w 3M ate 4en em a#n 7= am aw me 4en am w e 4'4f (541 PRECAST 1699 W-r (54') PRECAST 692 601 1073 #4T (54D PRECAST 1207 AM mar WS 400 4711 an I. 2w :rn ale 4w am a1n 6'4- (84°) PRECAST 1217 6'4' (8aD PRECAST 411 111 716 6'4° (&D PRECAST Me m 22M me aw 2w1 4aa 10" 171E 22n 2w 3M tea, 4w 6'-10' (70') PRECAST f082 8'•ta (76') PRECAST 340 339 018 V-1a' (70') PRECAST w leer 2w 3107 ew 4133 w IW 2w 2w an7 aw Ma V-r (7r) PRECAST 908 W-W (78') PRECAST 507 721 400 V0 (781 PRECAST w 1 2w MI r71 w 1407 iw 2w 27N =1 3n2 Te' M PRECAST 743 TO (9D9 PRECAST 424 534 303 ro M PRECAST W 1 Mom m7 am 7a tm W14 sw 2t21 2m Na 9W (117) PRECAST r,S4 9-V (1121 PRECAST ST8 $12 230 9'4' (11r) PRECAST w 706 1 u74 1m 21e7 2w w w ,au tea 1Ne 2m 2w 1aa' (128D PRECAST 476 1a4f (128) PRECAST �4 401 180 1a�' (1281 PRECAST w en en /1N 1401 1 2011 w w 11N ton /7N 2w 2w 114' (13n PRECAST 362 11'4- (138') PRECAST 260 452 164 11'4' (13n PRECAST 474 eN w 10a7 1'!7 161 11N 4" 007 ,an /w me 2tp 174Y (7141 PRECAST 337 1r4T (144') PRECAST 244 402 137 1r-0' (1441 PRECAST 4n 4N 72t w „ , ,w 4n w w ,w , ut Zan 1S4' (1W) PRECAST 2Y8 174' (18a) PRECAST 217 324 170 18'4' (7800 PRECAST 4u w N7 7N w t ,m 4N w TN 11N u 1N7 INN (18n PRECAST 278 14'41° (1BS') PRECAST 206 29S 100 74'41' (1 PRECAST aN w w 7M w ,m !10 426 717 iw t / Iw 11'8' (178D PRESTRESSED N.R IWO (t78') PRESTRESSED N.R 254 91 14'd° (17" PRESTRESSED m w aN w w w n2 w w , w 1111 1714 16'4' (1641 PRESTRESSED N.R t6'4' (164') PRESTRESSED N.R. 209 83 IV4' (184, PRESTREaM m Ma13 w w GIG W w lee Mt top IM iT4' (206") PRESTRESSED N.R. 1T4' -LEES') PRESTRESSED N.R 194 84 W4' Wn PRESTRESSED tO iN m w w w en 740 w 1A 1 en ,471 ta4" Can PRESTRESSED NA "I (2s2') PRESTRESSED N.R. 148 52 1C4" (282') PRESTO 182 ,N m m 3a 428 447 em 047 Mt 07 1 747 ,227 214° (2 r PRESTRESSED N.R. 21W Mr) PRESTRESSED N.R. 126 42 21'4' (266� PRESTRESSED Ut 142 204 m w an w ea w 72, w w w 1w 274' PESO PHESTRESBED N.R � 2r4T (284) PRESTRESSED NA 110 40 2r-W (2541 PRESTRESSED ,� IN /27 m 20 w an e/a 4N w w w w w 2#-V Mn PRESTRESSED N.R NO (268') PRESTRESSED NA 91 33 wo (4889 PRESTRESSED IN 124 1n 102 2a au 142 4N 410 w 412 7 77 en en 12e aE 4N *4 w tw I= (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. ALL VALUES TAKEN FROM SAFE LOAD TAB" BY CASTCREET'E MAY2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE NNIMUM 1' OF BEARING PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CDR PORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 omovmo� ODmOmm�' sa■�mmoov. mo��roo m000m00 mooQ! ���000m m®�m�00 0momo�r mmoomQN.�r+ o�moomo ommoo�Q! ommom�! oom�o�o 0�0©m�:70 000mmoo ��0�0m0 ©om�mmo D�DOm®0 00�00�0 0�00®�0 �000000 DOD©�.7D0 ___-- ___—_______ 8F76-1T/OMI06^' _—_______ ------- 8F78-1T/0M/0B 8Ft6-1T/OM/OB I� 1 2 m 1 �1 e 1 1 t 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LINO, SRF6- 1T/OM/OB % Islamism PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", LINO. f I" LIFT BEAM PLAN SCALE: 1/4' = 1'-0° 1441 N. RONALD REAGAN BLVD, L0NGW0OD,FL32760 PH:407-774.8078 FAX: 407-7744078 www.ebdealgngroup.wm AA #: 000332E J �LL j � V mmk 6 avDarv. ae TAT: SILVERADO LOT #14 BLK #18 PROJECTp 04128.00E-14181 Moaszr 4EAB "1672-ARIA" awlswa>;>: awirr43: LEFT Pwca: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 6 ���AR NO 9�q� SCALE: 1/4"=1'-0" iE aiET s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 NOTES TO THE INSPECTOR/CONTRACTOR TYR axe 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. i� (G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT, OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND N(j AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 VF' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8'x16' �QP� 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 / A TOP OF THE LINTEL. /\\�• O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP, 8 2 P� 8xl6 DBL. BEAM W/ (B #5 BAR 1. BOND SEAM EACH COURSE \rl0 8x8 BOND BEAM TOP OF .y. BOND BEAM 1 F = FlLLED W/GROUT I\ .��0� U =UNFILLED GROUT SOLID FRTOP .pl\� NOMINAL LINTEL TO TOP OOF OPENING WIDTH /� # OF #5'S, IN 2ND BOND BEAM, IF FILLED l/ 13EAM COURSE SEE NOTE 5 • ��N W/ (1) #5 BARIREFER. �N\a FiO 16-1 T/1 B Bx6 PRE -CAST C pr EF�P NOMINAL—� LINTEL W/ 111 #5 LENGTH OF BAR OF MASONRY QP HEIGHT # OF #5'S, TOP 6 OPENING-2' IT ISTHIS ENGINEERS BOND BEAM COURSE OR2 BEAM DESIGNATION THAT XF%X-1T/1M OB INDICATES BOND BEAM #5'S, BOTTOM 6X8 PRECAST CSCALE: 3/4'=1'-0' 7'_ AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERIT IS THIS ENGINEER'S INTENTANDXUXX -1TAM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLEDTO PLAN FOR LOTOP UNTEL OF OPENING AND XUXX-1TIOWO8 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 20 (MIN 2 X 3) 13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 1/4') 8' FROM EACH END AND MIN I.1/4' #S BAR BENT AS SHOWN EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST S12f.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4') 8' SILL FROM EACH END AND 18' o SLOPE O.C. MAX. MIN 1-1/4' b m EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT t I UPPER AND LOWER #5 MIN. REQUIRED IN 1/4' e' FROM EACH END AND TO SHEATHING W/ ) SECURE BONDBEAM EACH CELL HOOKED IN 18 i-t 4 MIN. 2-12d PER BILK. EA. END VCMUWAU_ TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7116' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 4 � SCALE: 314'=1'-0' SCALE 1 1/2'=1'-O' SCALE: 3/4'=1'-0' L PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. , REINF. BAR CONTINUES THROUGH LINTEL. I I I � s I r I SINGLE #5 CORNER p; BAR, 3Ox30 TURNED UP 5 PEA I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I (I 6x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND, BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4'mi'-O' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-O' 1441 N. RONALD REAGAN BL L ONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407.774.4078 www.aLdosigngroup•com AA A 0003326 N R II✓ Q � Q mm aUBDIV. as LIST SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 MODEL' 4EAB "1672- ARIA" GARAGE 91TWO: LEFT PARSE: DETAILS 150 MPH EXP. B /ivu aA NO DA 08/20/ 00 aCALE: 1/4"=1'-0" $BEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON y �n NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO N M '✓.� (3 (Z BRACE TOP OF WALL. U �� CJtK2.Q, CJ1 WNCJ3 a a u u a nu u x al u 1A u a aCJ3 CJ5ul 1 u p — CJ5 1A jtoGT .1 a::aaaaa:aaaaa:a a :a:ate:a®aaeaa� a::za:szaz>ms -----a—a—a _...... ... a .—a:aaaasaa --- .sz�zass�zzzaaaaaaaasasaaaaa®:a:a a - — - — - a—z®s:a PRE-FABRrATED ROOF TRUSSES 0 2PO.C. MAX . azesae»e:aaas:®se�za®saaa�s zzaa�aa�aae:aas:as:::a:�s zs>csa�ze:�z:za®zam�za�z ----arse------a— Wa zmaz�aa�aa�sa®aa®s:s z..... a.. o a. a mz A1------a—.aa ----. a—aaa:.a>caaa - saes:.—. 1A aaa�::aaama�.�a®aa�a :z�.asazs.�asaa�azaasz:aass:s 3.1 a .Gaza==:a.aaaa:aaa:®aa®a:. a.:.a.a==aaaasa�a:�a — .a�aaaasaaa�aaa�aaa�aa�a A2 aaaa:� 22�xS4a��aa�a�a�a a:.::—.aa®.—aa�a A3 ACSE--QS as.-----a---- Z�Q y�A A4 . a� z azse z z®s s® z .. a.......... a AS a V4 A7 ......... a .... .®a:... A9 . a.avea:.a=®. .am .—.— s�z 1A azs:a . IA A11G — — — 1 MT 1A 1 1 —aa:.a>Q .:zes:>ed� ®. :1A j >e um n n :aaaa= CJ5 0: N� N N to x n n a CJ3 1 N N N 1A u u a n CJ7 i----- ----- ----- pgg EJ7 u � ii yVj ul V 8 7 C7 1 1 0 FRAMING PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 SVHDIV. 4 LOT: SILVERADO LOT #14 BLK #18 PROJECT 04128.001-14181 MODEL' 4EAB "1672—ARIA" GARAGE OWMG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B UG 2 A. A NO D g; 08/20/20 SCALE: 1/4"=1'-0" SHEET S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }' NAILS TO GIRDER tx2, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ IDd GALV. COMMON NAILS 12' 0/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4', 6', 8' x 4'-0' MAYBE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1010 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1 a 1 b i s GIRDER CONNECTOR(S) 34'=1'-0' DEPTH 114'D -HOLE EDGE >5/8' -HOLE DIAMETER 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY PLATE STUD NOTCHING 0 ALE:1 ll-=1'-0' AND BORING LIMITS 0 / SC EDGE>5/8' HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) iOd x 1 }' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALVFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4', 6', 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- 0/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �--A-(i) SIMPSON LGT3-SD62.5 GIRDER TIEDOWN WITH (4) }' x 5' TITEN HD TO CMU AND (12) SDS }' x 2 }' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2, 2x WOOD FASCIA (2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x SEE ARCHITECTURAL 3' TO GIRDER 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }' x 571TEN HD TO CMU AND (18) SDS }' x 3' lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12, O/C 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.) TYPICAL ROOF 2a S2b F2cGIRDER CONNECTOR(S) B "` 4•=1,-0• # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'-VI (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) V-0. O.C. (AT SHEATHING V-0' TO 30'-0' (1)'X- BRACE SEAMS) 30'-I- TO 60'-0 (3) W BRACE SECURE 2x8 PT. PLATE (I):X' BRACE 0 CENTER TO BILK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d%8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 20 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REO. BLOCK WALL W/ GABLE END Qj_PRE-ENG`D TRUSS SCALE:34'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. � ALTERNATE MATERIALS SCALE: 311 d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 54 a F SILVERADO LOT #14 BLK #18 PROJECTfp 04128.002-14181 MODELc 4EAB "1672—ARIA" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (fYP) 0 24- D.C.MAX NOT SHOWN FOR CLARITY) FOR STRAPPING VERIFY SECURE 2x6 PT, PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH' i STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. GABLE END BRACING W1 PRE-ENG GABLE TRUSS ® CMU WALL 8 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 L4w °r iS • 'i7 � is 2 StmDIV. do LOT: SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 MODZU 4EAB "1672-ARIA" GARAGE 8WINO: LEFT PAGE: DETAILS 150 MPH EXP B (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24' O.C. BRACE W/ (3) 12d 0 EA. SECURED W/ SIMPSON H1 OA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0' TO 30'-0' (1)'X' BRACE 30'-1' TO 60'-0 (3)'X' BRACE (1)'X' BRACE 0 CENTER PRE-ENG GABLE TRUSS 71 (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING \ FASTENER SCHEDULE' \ SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEEREDWOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES ®24. O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED 1 W/ HIP RETURN SCALE:34'=1'-0' �1 VALLEY TRUSS CONNECTION ( G1 Rf:AI F NTR ow 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003325 Q EJ SVHDIV. ac LOT.il SILVERADO LOT #14 BLK #18 PROJECT 04128.002-14181 MODEL 4EAB "1672-ARIA" GARAGE STaNG: LEFT PAGE: DETAILS 150 MPH EXP. B AUG D TE 08/20/20 SCALE: 1/4"=1'-0" HE SET S3.1C AV -LE END HIP RIOF ROOF WIND DESIGN PRESSURES N 10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONES = 33.53 PSF (43.53) 'A'- W-O' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "S" RISK CATAGORY: R APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND ed RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE FND ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 V2' 0.120, 170,000 RING RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT W 2, INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (]SANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING -. EXTERIOR SHEATHING USE 1/2' COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4. O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. e Z W Z� LU Y Z U U) Z 2 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES B Z Z � Z) W (0 LL Z O o 1 / (7 Noe Q Z ZN w (� W z a = S NO za z 9a¢ Lu Q y Z N W ¢ LU 3L� w LULU L) nQ O _ L W a z= _ F- a m 3 BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS B W O.C. IN FIELD TYP. OCT. SHEOPING ATTACHMENT FOROOF SH H G O.S. . TO BE STRUCTURAL GRADE �--• ed RING SHANK GUN NAILS 0 12' O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.7 FIELD TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE. SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%ABt ENTRAINED CONCRETE EXPOSED TO EARTH ORWFAT$R NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC 2017, SU EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BECWIMFERED 3l4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, BUILDING CODE REQUIREMENTS GRIPPE RS SILLS ETC. SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF E FACI OR STRUCTURAL ANSI SPECIFICATION FOR THE DESIGN OF FOR STRUCTURAL CONCRETE, ACI PROVIDE 84AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlABS9N-GIiWND1MffRE INDICATED ON PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL L630-1 MEMBERS 011, COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND RISC SPECIFICATIONS DRAVANGS SEAMS UPPEDSINCHES AND SEALED WITH ADHESIVE TAPE. TREATED. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES PRESSURE ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBOR 2017, 681 EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO SE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al BE, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND FASTENINGS' THE NFTRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.O SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEF FORM D E BARS E FRE ORMED FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI- 14. 'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPIAW(CA SCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pet TOP CHORD -nm-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 26' #6 BAR - 38' WOOD TRUSSES. 10 pet BIM CHORD -noD IcumN #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 35' x 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1 On. paf TOP CHORD 20 paf TOP CHORD 17 pef w/ ASPHALT SHINGLES) pef W/ No GYPCRETE) (7 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. et BTM CHORD 5 el RTM CHORD t0 p5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opef 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 pef WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS; UNINHABITABLE ATTIC WRHOItT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION Of EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING A3 CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: PASSENGER AND DECKS: 40p GUARDS AND HANDRAILS: GUARD COMPONENTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL ROOMS: VEHICLE GARAGES: 50pe1, ROOMS OTHER THAN SLEEPING ROOM: 40pa1, SLEEPING ROOMS: 30pef, STAIRS: LEGA AGE N SEE, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION g0pef MASONRY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 630/ ASCE SITMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE IWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fYn = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM . RUNNING BOND UNLESS OTHERWISE NOTEDLAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS 70 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 SHALLPROVIDE A MINIMUM COMPRESSIVE STRENGTH OF WOO PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: 'S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING TYPE'M' OR 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 SU&GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96 % OF THE SHALL BE 3/9' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 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 L THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING 70 MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 2S DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,SDO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' * PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONNBHUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS); B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.1/Z' FOR 96AND SMALLER 2' FOR MI AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 14/e' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kei. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy : 35 kai. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKFI E. TYPE BPACIM3 -I.- SIZE TYPE 9PACwG REMARKB , IIPTFURPINGTO MASONRY/GONG. CABS HAFOENED.1 NAI _L_ B. GAMGEDWRBUCK TO MABONRYXXMIC. 1/l'DIA. NOWABNER AFCON MASONRY T fgBTEI-Efl BOA: 11lYEMEED., I•END OE:T., I,2'EDGEDIET. E.D. AL. EXT.000R3 CASE HAWENED C00. 9. 6C WWDOWIDOOW FASTENED GARAGE ODOR-K 12 DUN. WI I' EMBED.. I' ENO` 1. PI', SEE NOTES NAIL112-G. E-EERED INTO MA30NRY�CCNC. TO MASONRYxxXJC. WASHEfl EXPANSION BOLT 2I•gC 3•EOOE DIET. wINDaW &!CK cABE HARDENED 001E P•oc W wr000w FASTENED MET-PAPTO CONTACT THIS ENGINEER FOR SPACING 1x PT, BEE NOTE 112'L014G. ETAGGERED I--flYF , MABONRY/CONC. REQUIREMENTS E%T.9WwG DCOP (2)YtYOIA. TAPCOM 1. 11R'EMBED,YEM. NON.BEARING WOOD ,R'° EXPANSION I'EMBED.I'END � QL BUCK 2A PT, BEE NOTE B NO WASHER FABTNER OIBT.,112' EDGE DIET, WAIL TOCOW, STAB W/ WASHER BOLT DST., e' EDGE DUST. 2x Pt WwOOW &ICI BC PAf 121Q I. 4' END.D6T.,11IC P o-TEELCIX., BEE DIWI WAEHER aTAGGERED EDGE DIRT. NOTEI 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6,WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-77 WWW.abdesi - AA #: 00 M i , F _�J XHLJHDIV. all LoT SILVERADO LOT #14 BLK #18 PROJECT# 04128.002-14181 MODELo 4EAB "1672-ARIA" GARAGE 871ING: LEFT PAGE: DETAILS 150 MPH EXP. B 0 It 0 0� F 6 4