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HomeMy WebLinkAbout35602 Stella Vast Dra .. _son r- 99 • 99 04EAB 0 ARIA HOMES 12602 TELECOM [--)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF Z6PHYRHILLS ORDINANCES REVIEW DAT CITY OF ZEP PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: 1 DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . nn= BLgU DLG CODE, RBSfDE aIM, 6'!H Ep�DN ( � •ALL LOCAL AND STATE CODES _ R, �pV�,,,�, G.�� i -OCCUPANCY�++���. •CONSTRUCTION TYPE - VB •YIN. INTERIOR FINISH - CLASS H •BASIC MD SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE _ a •i_sTORY� •2-STORY RESIDENCE - MAX. FOUGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE A/C ACONDITIONING AD ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLG. CLEAR CONc. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DU. DIAMETER DISP. DISPO`SALN DP. DEEP DR. DOOR O DETAIL DT On DETAIL D.W. DISHWASHER EA. EACH EQV EQUAALTION EXH. EXHAUST EXT. EXTERIOR F.G1F7C. FUEL GAS F.C. FUEL GAS F R. FLOOR RCCHDO DR ENG PTO. FOOTING GA. GAUGE GAR DISP. GARBAGE DISPOSAL G.F.I. GROUND FAULTCIRCUT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSEOTHERWISE H.C. HOLLOWLLOW CORE HDR. HEADER HOT.INSUOR HT INSULATION INT. INTERIOR LAV. MUM. M.C. MFR MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLY. PLYWD. PR P.T. GAD. R. RA.G. REF. RM. PLO S.C. S.D. SHT. SHTHG. SHWR. SL. SL. STD, L EWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WOW. WIH W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METALTHRESHOLD�,8 MOUNTED METAL SCALE NOT TO ER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAM PRESSURE TREATED RISER S RETURN AIR GRILL REFRIGERATOR ROOM SOLID OPENINGEXT SOLIDCOREPG SMOKE DETECTOR SFEE7 HUNG SHEATHING SHOWER SIMaAR SLIDING STANDARD S TI SEN"`L TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED VAPOR PROOF WASHER WITH WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION �S,ssuED ARCHITECTURAL SHEET DESCRIPTION ®IIBAS 2011 FBIC UFDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml -MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS D3—PRODUCT APPROVAL PG WAl—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 �_I D 041" FOOTING REVISION PER M. BOWES o2/12/l9 PLAN MAINTENANCE 030A9 REVISED LINTEL 812I= AT Fi�ONT ENTRY DOOR C6,11M ADDED LED LKFRS • 10TCFEN 4 BATHROOMS PER MAR, BOAS oV12/I9 ADDED STONE OPTION ELEVATIONS'C'1'D' MI 5A% AVOW OKW-O'CEILMGFE04T OVOW REPLACE IOP COMECTORB BATH S"%M COWECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 T A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04" OPT. W-G' U.G. HGT. ELEVATION 'C'• REVI8ED MW OF ARCMW1r SQ.FT. CALC.'S LIVING I612 Sp!�i F7 GARAGE 432 DYLFT. ENTRY 3B Sa FT. LANAI 96 9G. FT. TOTAL 2,236 SQ FT STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WHI RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSEBI ITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. - i N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.coIn AA#:0003325 rn P b Bmwiv. a LAT: SILVERADO LOT #5 BLK. #19 PROJECT# 04128.002-05192 MODEX.c 4EAB "1672-ARIA" GARAGE 9WING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B rpmNT 4/29/ 00 BCA=: 1/4"=1'-O" aHEET 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. 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. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SRE 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %s THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0° BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (fPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE S FT . SO. PLUIImDK3 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 M.' 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & 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-C1063-11AAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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, 1.441 N. RONALD REAGAN BLVD LONGWOOD, FL 3275D PH: 407-77"078 FAX: 407.7744078 www.abdesigngroup.00m AA #: 0003325 A P4 q S • kk 0@19& o ass BUDDIV. ad LoT SILVERADO LOT #5 BLK #19 PROJECT* 04128.002-05192 moDEL: 4EAB "1672- ARIA" GARAGE OWWO: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B rxujmw 4/29/20 DATE: SCALE: 1/4"=1'-O" BHEET GN 38'-8' oq0 oilE�l�llo�� 011EEEOO�ERN�Rio oIIERRN�IIo r - 11 0 - - - - o'I��ERo� - i O a - - se cog O 0 - ca I- - � O _ ©: cvl - - r - ® - Sm :LAJ 15OLLARD o - AS REQ.PER BLDG. '._m CODE 111 GMAM i o;o_ it mmm - Io 1' - - - - mim • m m on ME - - - -MRY- - - ME ol��ilo', 01l1�0 m o'J�I'o� o�1E��U�ILo Io11��1'0 61110 SQ.FT. CAM'S LIVa1G 1;612 Sa FT. GARAGE 432 SG. FT. ENTRY 38 SQ FT, LANAI 96 Sa FT. TOTAL 2,238 SO. FT. rli9JlA3! oaWBANa BMC aaD E1/OaIE FDB a eeaa�'Daa IMMS wID e0°is 0Ri111E Imm ME M WH VNV (W NNM IaDTME F00TME MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SAD. MIN. 41 5 23/-29 CRITERIA 16010 034D. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) 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 BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMMDATE (IM r TOP PLATE 9 �n BAR DETAIL A SCALE, I/2'"I'-0' a 9 F DIM. VARIES (,,)AARCH V* RCH SCALE, I/2 " 1 _0V,_0 FLOOR PLAN SCALE: 1/4' " I'-0' -2-8 LOUV. DOOR W/ AIR WANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITW SITE PLAN. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SWALL BE EGIUIPPED WITI4 SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICI04E83, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MIMITE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 A b a II LTV SDIae L,OT: SILVERADO LOT #5 BlX #19 PROJECT 04128.002-05192 MODELA 4EAB "1672— ARIA" GARAGE STING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP 1�q PRINT 4/29/20 DATE: MICA=: 1/4"=1'-O" 8iIEET Al 6-- SHINGLE 4' FRIEZE B !T V. BOARD !T FYPCN LV12X24 OR EQUIVALENT SNAKE SIDING AS SPECIFIED (TYI'.) 6' RAISED BAND (TYF.) BKTIIXII OR EQUIVALENT 4 - ii ii.�I ' E ■ MEN I oSEEInsOE_MImomPE1sopsom1soMEa ii ii ■ �_ .1 _ I i III J I� FRONT ELEVATION SCALE: 1/4 - I'-V TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR RT03R I� b OFF RIDGE T OFF RIDGE T AREAOFArnC - 2235 SO, FT. NET FREE VENTILATION AREA REQU RED = 1130D REQUIRED VENTILATION AREA 2235/30D = 7.45 VENTILATION AREA X SQ INCHES PER FT.(144) . 1072.8 SO, IN. MIN. REQUIREDVENTILATION • .SX 1072.8 IN UPPER PORTION OF ATTIC - 53&4SO,IN. OFF RIDGE VENTILATION AREA • 115 SO, IN. PER VENT 538.4 /115 TOTAL#OF VENTS RECtURED 4.66435 TOTAL# OF VENTS PROVIDED - 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG f%TERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED S'-S• 55p NGT.,t V'-mom OFF R� T \�7 b KIM ME REAR ELEVATION SCALE: 1/4 - I'-m' TEXTURED FINISH F-1 2'-4• ---------------- - — - — - — - — - — - — - — - — - — - — - — - — - — ----- --- 'bm'0 LEFT ELEVATION SCALE: 1/4 • 1'-m' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT S'-S' Bia'G. r-S' m 4B LR�----------------------------------------------------- T Ti RIGHT ELEVATION SCALE: 1/4 • I'-V TEXTURED FINISH I 2 1-V' I I I I I i I I I I I I I P, I'-4• I LOUVER DETAIL A SCALE: I/! . I'-®• id V'-V FIN. FLR 1441 N. RONALD RUGAN BLVD, LONGWOOD, FL 32750 PH: 401-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 MEN ITH: "v Did/ ae i.OT SILVERADO LOT #5 BLK #19 PROJECT 04128.00 —05192 MODEL- 4EAB "1672—ARIA" GARAGE SKIING: RIGHT PAGE: ELEVATIONS ND,' It 150 MPH EXR B a ELECTRICAL LEGEND SYMBOL DEFNITION NOTES —e 125V OUTLET 20 AMP W42LE MA IIOV OUTLET IIOV OUTLET V! 0 OUILCT umoso TO SUTCw �GFI IIOV OUTLET !/JA.w0100 FAIL N 0NIA"IR rTAMPEW IW SWANT TYPE) Mo 22C V OUTLET (4) UM CQMNSCT4N 1Ie• 7FI OR. WATERPROOF CNLEt OI.CUD PALr MERRAIEN 6 SWTCM EIUTCII S-WAY OF -EX OUTCN 4-WAY OPER WALL PICUMVP LIGHT CMILING LKTNr © LED CLO Lk2FR LED VAPOR ©� PROOF LOW OVF' VLIOIRAPOR FROM Onows D CAN e'vw- FA, I CMT PSR IQ FT. VOIT. FA+ WILRGHT I aM PCIW SG Fr. 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RLAND (NOT ON KrrCWM CIRPST) • DIMWU4SER DISCONNECT TO EE LOCKOUT IN PANEL • SATMROOMT E244AUST FAN TO NAVE PEN. CAPACITY OF 10 C M NTERSTTIN. PIM ELMCTOCAL PROVISONS OF UCTION Me0U1 lEC1R ATM ®IrIOM tfen) • LAUNDRY ROOM RECEPIAICLE SHALL a GRp►D FALLT OIOUIT-«TEIWRIPTlR Rkno PION FOR PMUONiL ON PMD/RO • w10HG PEIAOD SMALL eC NON PETALLk: CAME PM ELECTMCAL PRDVISONS OF FSUe Arw m dent • ALL WIORO TO COMPLY UM O.ECUtlCAL PROVISDNG OF Tw 009RATw ED cum • TEi OF LIawrm M1R eE a.IEI.sY OFkJBHt TYPO File ELECTRICAL PLAN SCALE: 1/4' • I'-V IETER FIELD rERIFY LOC. I'-3' I'-3• I I I I I I L I I = I J LED LIGHTING @ SINGLE LAV. e BATH 4 I I I � I I _ I I L I i I I 6 I I � I I I I L I I - I l J LED LIGHTING Cap DOUBLE LAV. OWNER'S BATH HEINE ®w©®M0 PANEL -A E®oo ®O© PP®PPPP�PPP©�00 0 ®INEVE E®ESEE'c'�a,.T.�mm PPPPPS>•O mPPPP® mm�oo® PPOO® ®PPso •»mm NEON Nlm�m ®Omn� �Om mmmMIa f:AL7mO® IIIW�IWWWMEE�E'�I�� o0cr�.�NI�oIIIWO IIIIIIIMIIIIIIIMIIIIIIIM6�E�ENIb NNW uE.TE.�E�� m 0 150 AMP ELECTRICAL RISER NOT TO SCALE. GEERAL NOTES. A ELECTRICAL MATEeALS AND ► STALLATIONS SHALL OOMPLY WTN ELECTRICAL PROVNIQIS OF TIE I ISCR &A l LNOCAA CPDES. AND ALL LOCAL POWER a ALL CCNCUCTOPS SMALL eM TYPE TWWNM N UNLESS RIOTED OTERUSG POWER COITANY MAMSFOR'ER GRADE PROVIDE 80 ART, OW40 VOLT, I PHASE MCCNOART ELEG71tlOAL SERVICE PROVIDE S 4 COPPER (CY) N 1-V)" PIA SOMM LLE Se PVC CONOWT OR PROVIDE N 2Ae AI.IMM" (AL) N 2" DIA SCJSIDILC M PVC CONOWT UNLESS SEWAGE 16 PRDVOW eY THE ELCCTMC COMPANY. COORDINATE WITH THE ELMCTRK COMPANY PRIOR TO DID. FRPADE J*fo CU. TWIN . 1% CU IN 2- CONDUIT OR N 4)0 AL. THM • FS CU IN 2. CONDUIT. rrZ*CIGT TO TEIEA«ATE AMIO & SCPPIT . OVERHYtlJ CO'OIATION SERVICE I e0 AMP PISCONECT SwiCN AND 040/240 W M ELECTRIC PETER IN 1P ASE N?IA M OCSLR LOE PNi1 EIOAAP TCLEFHONS NERVKC "KAM0 r NTlIW'STE9 epDNG RIE•IINAL AT LOW VOLTAGE CONNECTIONS 1 4 O) WRVKE GRCUD CONNECTED TO C.ONCIRTE ENCAMP FOOTER STM PER VACTRICAL pwO ld%ONS OF THE Pam 62H SAE" DIA % S FT LONG COPFMR CLAD GP O I D ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003325 S stmSiv. Z Lop SILVERADO LOT #5 BLK. #19 PROJECT# 04128.002-05192 MODELA 4EAB "1672-ARIA" GARAGE 8Wn4G: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 1 PRINT 4/29/20 DATE: ECALE: 1/4"=1'-0" aIiEET E1 TL ----------------- I II II I II I I � I I 1 N I II II I -- --- I I � CL \� III - 11 L v. 0 III III i i i I 3B'x60' `---" L V. SHUA¢ PAN —X�1— I It IL----- e J i AY. 2' V.T.R. Z• K4EN SINK --- — ----- n 1 1/2'1 I <i IR' AUTO VENT 2' V.T. t r I r2. _I I/2' I TUB r 1 I!1' �I I LAV 1 1/2' -4 1/2' 1 1/2' WC. 1 , 11R•� ---- �--r /2 3 1 1 3• Ur WASHER I LAV, I 3• I LA . 3 SHWA C.O. 2. TO MAIN 3 3' PLUMBING RISER PLUMBING PLAN SCALE, 1/4 a I'-V 1441 N. RONAL.D REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 TITI '0 0 � stmDIv ac L/OT: SILVERADO LOT #5 BLK. #19 PROJECT# 04128.002-05192 MODEL- 4EAB "1672- ARIA" C;AitAOE SW D90: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B 1 ID A 4/29/20 CAL.E: 1/4"=1'-0" HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA,B 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL. BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3J 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 (201,) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTlOJGTED IN ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603J ,. 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 WDER-CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF Il0 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION NOTE 12 I t I � ALL AC TO HAVE PROPER 6. I — PANS W/ DRAINS SECURE STRAP TO CONC. R CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONS SIMPOON WB ROLL STRAP --- - OR EQUAL _ 0: 0. CEILING O O EXTERIOR WALL 10X6 PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) 'IDXI 1/4' SHT. MTL. SCREWS ------ I I SUCTION AND LIQUID O AIR SUPPLY y REFRIGERANT LINES CONDENSER UNITLAUN - AIR HANDLER y CONNECTION TO PAD l0' „ W� EXTERIOR WALL III' L( CN1 y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. 6' III i6iq! -u� 4' OVER HEAD • 12' PROM STRUCTURE !I1 i ----i� EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB III 4 ,CDT i, T REFRIGERANT LINES TO X6 `--- Y'zo PLATFORM RETURN CONDENSING WIT — — — — — — TRAP DRAIN LINE AND TERMINATE 4' L 4DRYER IN AN APROVED DRAIN, AS PER S' V.T.R. _ O PBCR 6TH EDITION (ton) F , MECHANICAL BLDG. CODE I SECTION 3017.4 � I I ------J HVAC DRAINS _u II 814 II II II ------ 14X6 - - - - GARAGFOYE SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COWTERBUNK CA. PLUG 12X8 --- I'-6' 2 BDRM.IF � SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/OPEC YFLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING I'-9'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (T MECHANICAL PLAN SCALE: 1/4 " I'-0' 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeGigngroup.com AA #: 0003325 P � a $ • IkkD a ntmDIV. a LOT: SILVERADO LOT #5 BLK. #19 PROJECT/ 04128.002-05192 MODELG 4EAB "1672- ARIA" OARACE 8wIx0: RIGHT PACE: MECHANICAL PLAN 150 MPH EXP. B F-PnngT 4/28/20 SCALE: 1/4"=1'-0" SWEET M1 IF 2X4 TOP PLATE PLAN PRE-FAB TOM I!2' CLCT. BOARD IR' DRYWALL Tvr SECURE BT. — PLATE TO SLAB W/ 10L1 MASONRY NAIL • 32' O.C. MAX m,_m. FIN. FLR 2X4 WOOD STUDS •24' O.C. BLAB IVC)It: OIUWO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.C. (a1TYP. INT. WALL (NON-BRG.) �1 SCALE, 3/4'-I'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' O.S.B. SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM BOA OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL ®, kf-ER ELEVATION TYP. O.H. R-4.1INSULATION i WINDOW ATTACHMENT �AS PER MANUFACTURES, SPECIFICATIONS, I REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. e' crai 1/2' GYP. WL. BD.� WOOD BASE — ° m. a 4: �W/ WINDOW OPENINGWINDOW OPENING N FIBERGLASS SHINGLES OVER wM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.0 ON }' CAB. BWEAT14MG OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL --.1 zc;417 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }, 01•0' FIN. FLR a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 212 TO LESS THAN 412, A 5 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'.I'-O' IS MOUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE It, ASTM D 4869 TYPE IV, OR ASTM D 6151 N'Twm3 COAT Pcmt FORn Aw cw+e+r arw+cnl"L rCR FWTl1! AITLI� � rAGogWCro ru•er P.T.•D Arr ATTA TO rRL AS F OIIJ. Y aR rwooucr AFFI•ovx IarA. CALK A.o wAL a•ALA�rt . eAomR w7D ••wipe •TW Let• r'IDLLDMb ALL t ewx Ian• roR am L" Awa•o ro7 ay 10 m erau DooR MN!!J N• IL W.TRACK SRACKaT• M•TNNW TO eneo BAN WOW J" raR 6ALv. •laR— T OVID"AD DOOR APPROVAL No. a TRAOC Sr OTHIm M6T§Nw TO E TRAM SRA=" ev FRODYCt 2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-V' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES, OVER I= FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERGLASS SHINGLES RWS.1.1 ON I' CAB. OVER e30 FELT PAPER OR SHEATHING OR J' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE R50511 ON J' O.SB. BTIFFBACK AT ALL UPRIGHTS SHEATHING OR J' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYR PRE-ENGI WD' TRUSS TY• MTL. DRIP EDGE MTL. DRIP EDGE OH. OA 2x FASCIA PER 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS CANT, 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORTS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED 4,PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4U INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. IR' THICK, 2 COAT 1/2' GYP. ILL. BD. PORTLAND CEMENT WOOD BASE 'CMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLIQL 0'-0' FIN. FLR 8' cm a .a 4• �W/ WINDOW OPENINGWINDOW OPENING �TYP. WALL SECTION SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde•Igngroup.00m AA N: 0003328 HTH aUBDIV. ee TAT SILVERADO LOT #5 BLK. #19 PROJECT 04128.001-05192 MODEL: 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B IW ( P.T. • CENTER OF ER DOOR FCADeEaED I4 W[ ' 4I X 6' J•BOLT W[ 4' MN. W/ U &4 2' X 7' X X V6V6- WASHER /NUT OR W/ (2) N' X 6' ANCHOR BOLTS W/ 4' MIL BMW '11MT W[ 2' X 2' X MVO1 NUT—. NAILS. 2x6 6ARoVA DOOR SUCK aECLPW W/ (0) In'X V J-BOLT OR ANCHOR ® BOLTS, W[ 4' HK 9MONDMENT, IV 2' R X 2' X V6' WASHER 4 WT. (1)WTHN 6. OF TOP, (1) WITHN 6' OF 71 E DIM. [3) ave LY !PAGED. ®I I(E Name, ALL ANCHM SHALL m N ACCORDANCE TO MAIJPACTUREW6 NMALLATION NSTRJCTIONS WHERE SUCH IMTM=IONS ARE MORE 8TPtWrA dT GARAGE DOOR T BUCK ATTACHMENT 4c4U6 w•.r�' 8' CMU K' DRYWALL 1'X4' OR I'X2' P.T. NAILER lx4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK W/ %- TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 B' O.C. MAX SPACING DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAUB TO BLACK +3/4 OR +5/4 1/DMW TO BLACK +3 4 OR +5 4 UA SCALE: N.T.B. 2X4.m SECURE TO BLOCK W/ Vo' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 IS' O.C. MAX SPACING. 2)(b:m SECURE TO BLOCK W/2-W6' TAPCONS(MIR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 6. CM 18' O.C. MAX SNAKING. y4. Dom. 2XBlm � I'X4' OR SEGO BLOCK WR-i(4,' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7�� MIN. EMBEDMENT I Ys') H WITHIN B' OF EACH END 4 WALL 1'X2' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. IB O,C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" WINDOW TO BLACK " +1-1 " SCALE: KTA. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 MOTE: STRUCTURAL 2X ID'Or— MAX SPACING. MUST BE ON OUTSIDE 4 2Xbg44a SECURED THROUGH SECURE TO BLOCK W/R-%' NON-STRUCTURAL I&- MM. 1Y4 (MIK SHANK SIZE J45 EM15ED EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') -LFCMU •DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8: SE�STO BLOCK W/2-i(a' 7(r' ObB. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CAGING MIN HEAD SIZE 3004 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15/1,Q" C R TO HLOCK +1-15 11 \ZVOCALE, N.T.B. 2X4:m SECURE TO BLOCK W/ V TAMCINS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W12-W NON-STRUCTURAL 14' TAPO" TAPCON MIN. I-Y4 (MIN. SHANK SIZE 345 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 6• cm WITHIN 8' OF EACH END 4 JS• DRYWALL IV Or- MAX SPACING 2X8� ❑ I'X4' OR I•X2' P.T. NAILER BLOCK W/2- ' CASING TAPO" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT 1 Yi) ttAGH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 10' O.G. MAX SPACING NOTE: &HIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4') DOOR JAMB TO BLACK +2 BLACK rn\ WINDOW TO +2 1 4} ALE: N.T.S. 2X4m SEA BLOCK W/ 1V STO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m H SECURED THROUGH a �K TAP ' p S TAPCON MIN. I-Y4 (MIN. SHANK SIZE 345 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT 1 Y49 ' DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. 2X&m ❑ SECURE TO BLOCK W/2-%- TAPCONS DOOR CASING (MIIlL SHANK SIZE .145N. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMS OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ Vo- TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8. OF EACH END 4 NOTE. STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL W6' TAPCONS(MIR SHANK SIZE TAPCON MIN. I Y♦' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 6, CMU DRYWALL 18' O.C. MAX SPACING. 2X8:m a I' IX4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/R-INr' 2X SECURE TO TAPCONS(MIN. SHANK SIZE UCTURAL MEMBER 7�W�1(2)12d ,µ5 WITHIN WOF EACH MIN. HEAD SIZE 300 D 4 b' TO 8. O.C. MAX MIN. EMBEDMENT IYi) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAM® TO BLACK W TO BLOCK ;3" F' SCALE, N,T . 2X4m SECURE TO BLOCK W/Y4' TAPCONB(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' Or— MAX SPACING. SECURED THROUGH 2Xb:m NON-STRUCTURAL Vo- SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPCONWMIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') • DRYWALL WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. OR IX2' P.T. NAILER 2XSt ❑�.XW SECURE TO BLOCK WA-1/4' 7(.' OAJ5. X 4' MIN. TAPO"NK (MIN. SHASIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. • e mMlx mroA+lf AM!tO-Rol Oct A., DOOR JAMB TO BLACK +3-7/16" 11LND01► TO BLACK +3-7 18" G SCALE: N.r.B. 2X4m SECURE TO BLOCK W/Yi TAPCONS (MIIIL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN a- or- EACH END t NOTE: STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STFJCTURAL TAPCONS TAPCON MIN. 1-4- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) CMU CM WITHIN W CF EACH END 4 K• DRYWALL .0 18' O. MAX SPACING. ❑ VX4' OR 1X2' P.T. NAILER 2XSm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCON8 OOR CASNG (MIN. 814AW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18. or MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" MI[NDOII TO BLACK +3 3/4" as SGAL.E, N.T.B. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH:407.774E078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 ap h Ei1J'SDIV. a. LOT SILVERADO LOT #5 BLK. #19 PROJMCT 04128.001-05192 LKODLEIU 4EAB "1672-ARIA" GARAGE SMXNG: RIGHT PAGE: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 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 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 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 2027 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 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 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 567&14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 1326S.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PN. 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com L AA M: 0003325 SILVERADO LOT #5 BLK. #19 0 1 00#-05192 JKODJDis 4EAB "1672-ARI9' OARAGM 8VT0s RIGHT PROM PRODUCT APPROVAL LISTING %150 MPH EXP. B OLroLDWIUIO.n.A O I- MYA16Y - n.A 2 COWAN - PT. a s. COWAN a n. C Ol FOLD NIW . n. A 1 COWAN - n. • mw . A,, s 9. aawa-n. sa . a cwAn. a A. row n. a 0.00 n. a TILL n. a ToWwo aortal, nRus as morrm PLANS r 0 ORAL POLO. QQ t1mcm. OEfo PLASM (COW aRD LAYER -2. FORTFIOER VALOM PAPER alwt orzn am LATER % emcw ~mv%Alat COLT; wac-anILA04W (SEE OVAL) ® KICKOUT DETAIL I • tiv \ I ' I \ I «wrAu ssxour AT aarron W MOF ( SAM Twa ORAL a o on Scum. QQ.tl maw WOOD SHEATHING OR CMU WRB LAYER fl, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOFAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER ...... — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO • I • SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION Ri03.11 / ASTM C-041-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77445078 FA%: 407-7744078 www.abdosigngroup.com AA S: 0003325 �pp 4 POOR ae LoT: SILVERADO LOT #5 BLK. #19 FacawTip 04128.002-05192 MOD=- 4EAB "1672—ARIA" OAnAOB OWD:O: RIGHT PAD& WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - -- - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84-1-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUCsH / WALL 1 6' SELF A01ESIVE- FLASHING (INSTALL PER MANUF. SPECS) BUILIPM PAPER — LINDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METEI VERIFY LC FiiCGFi IV ICCCiGIVG STUCCO SCRATCH COAT 4 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 -0GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION GUT OPENING IN APPROVED HOUSEWRAP FOR SOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHID APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS Box, APPLY TO FAA EOCK APPLY E-Z OVER 60 MI CiRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC im qmminqlmmi JE WOOD SHEATHING UM LAYER 9, STUCCO WRAP ,UAW LAYER 4, FORTIRIBER BUILDING PAPER 'METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' = MAX 36' TO Ji' MID -WALL wage w.m 6' WIDE STRIP SELF ADM" K ASi4U�s, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP #1 5TEF #3 STEP #5 STEP #ro OELECTRICAL RECEPTACLE i441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.a bdesigngroup.00m AA #: 0003326 64 q A evsn:v a. so'r. SILVERADO LOT #5 BLK #19 041 JWT -05192 1tOD>:LA 4EAB "1672-ARIA" A,sARAOX UMMO: RIGHT HAiGM WALL ASSEMBLY DETAILS 150 MPH EXP. B 1 q` a 4/ze/zo BCAr� 1/4"=V-o" BHZW WA2 2 1/2' k CORNER BEAD (FASTENER 4 SPACING 0 l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R\CORNER BEAD � BLOCK DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdoeigngroup.com AA M: 0003325 6 WN ,a SILVERADO LOT #5 BLK. #19 P1tOJ�CT�t 04128.002-05192 MODS 4EAB "1672-ARIA" GARAGE 8WVKG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DP � 4/29/20 DCALU 1/4"=l'-0" allow WA3 WORD CCN•TPW-TICN BEYOND WOOD •NEATNMG RESISTIVE 6SAI RISM LIFER RESISTIVE �iLLAP emadG i \ 6' GELP-ADI #IRIWWN6 1 � f `\ ` DERESISTIVE ~� •TARTER STRIP / \j \\ SARRER RESISTIVE / \ R� R \ \ \ — GALVV METAL GALV'D METAL •Z' R.AlN•16 R.A•NINO '�2• YI o TRIM R CABOEBQ M /t�/O�RAI"'ROYEID T A MET'EIERGAP T SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER So. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO E WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abde•igngroup.com AA #,. 0003326 A all• ib 74 SILVERADO LOT #5 BLK #19 Pno0412 0 -0 192 1[OD�[s 4EAB "1672- ARIA" QAnAaa NIMMO: RIGHT PALM WALL ASSEMBLY DETAILS 150 MPH EXP. B I 4/29/20 1/4"=1'-0••A4 --r /// ----------- --------- — --- —i— -----' \\\ 2X6 SUB-BANb W/I'x4' NOTCH a r - -- END, WRAPPED IN PEEL s STICK DRIP EDGE I 1\ 1/5' TEXTURED I \ FINISH a WOOD I \\ In' TEXTURED /I \ \ FINISH a CMU \ \\ METAL FASCIA / \\ \\ WRAP Ye, FROM \ \ I STUCCO, I' FROM \\ \ ---------------' Al WOOD WALL \ fff \ EXTERIOR WALL \ (FRAME OR CMU) \\ \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ©FLAN A 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FNISH � CMU x METAL LATH x x x x x x x x 7. METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR CMU x x x x x x 1. WED LAYER 01 I STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIP15ER x x x x x x x x x x x x x "16 — DU W5 PAPER (FRAME ONL x x x x x x x x x x x x x FRAME OR CMU 2X6 SUS BAND R00CEMENT FMG x x X x x x x x X X X x x x x x x x x x x J _ FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©pI �� ONLY. FOR WALL OFF % SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY �,-ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) �1/8' TEXTURED FINISH IS /WOOD, 1/2' TEXTURED /i FINISH IS CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/14'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x xx'. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x X X X X X X X J x x x x x x x x x x x x x x x x x x x x x x x x x x x �x x x x x _. X SUB BAND DETAIL (Q WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT IS 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/t�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com ` AA S: 0003325 J m F loll OUBDIV a• LflTs SILVERADO LOT #5 BLK. #19 0g4128 0�-05192 >tcoa311d 4EAB "1672— ARIA" GARAGs BWMG: RIGHT PAGM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 4/29/20 BCALIM 1/4"=1'-0" 4Ii»T WA6 of EXTEND SLAB 1 1/2" r FM-12X18 FM-12Xi2 '_ 4" CONIC. I. 1 11 ry SLAB m w ri t7 is I'$3 112 w iv I I Ja F-24X24 I ILL 91-6 2,-6" I `t m 10 c I FM-12X18 — — — I 1 I .I I F I T,.°� I 4 °D I SLAB 1" PVC CHASE _ FOR ELEC. ® c�S i2 ISLAND 1 LL .I� I I� I I z I I a I q EXTEND 4"PVC CHASE I SLAB 1 1/2" TE1—��^---� ----- 5 1/2 � 4" CONC. I * SLAB I Lt �S�L L4 °P 18'-0" 2'-8" 17'-8" TOP OF SLAB o7 I I T-6, 1.1 I �I dI �I o w LLI 1.1 EXTEND ry O 2 FM-12X18 SLAB 1 1/2" rJi1 4 I v CC. L SONLAB w wlI 6" 3,1" I 6' (� I 31/2 Nai �I ILL J 1 2 1.1 FM 12X18 7112 FMC-12X18 1 1.1 4 4 L_ FM-12X18 1.1_ J 1_ _ FM-12X78 — — — F#A-1202 LIL 16'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -0'-0", SEE SURVEY PLOT FOR NGVD. 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, OINDICATES #6 BAR,RNDICATES #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.530-131ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: Fm = 1,5W PSI, TYPE "M" OR'S" MORTAR, ASTM G476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-G" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 661 EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 W" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) #5's FMCA208 12" CONTINUOUS 181, - s - VARIES F-24x24 24" 24" 17, 8 s (-)O"-4•- FM-12x12 12" CONTINUOUS 12" - (2) #5's (-)0'-4' TEA 8" SEE PLAN 8" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.00m L AA#-,0003325 1 2 La a 14 r ul 0 x om ev>aaiv ae roa": SILVERADO LOT #5 BLK" #19 PROJECT 04128.00 —05192 HODEU 4EAB "1672-ARIA" GARAGE 87RNG: RIGHT PAGE: FOUNDATION PLAN It,150 MPH EXP. RIF IF 30' MIN. EACH WAY MONOLITHIC FOOTING i REINFORCING IN GROUTEDCELL STEELREINFORCINGIN GROUTEDSTEEL d CELL SEE PLAN FOR SIZE AND SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _c SPACING REQUIREMENTS fK�ll . -. OARAGE DOOR RECESS (L FM2 °, 8"CMU WALL" CMU WALL . CORNER BARS, SAME SIZE AS BAR W wp +- 0'-0' ° • IN FOUNDATION WITH 30"LEG EACH-0•-0• N h - V WAY AT ALL CHANGES IN DIRECTIONS •� TOP OF SLAB .-- TOP OF SLAB I ... - "I SO THAT THE STEEL REINF. IS CONTINUOUS AMOUNT OF CONTINUOUS BARS EXT. PORCH SLABCHAMFER(1-STORY) SLAB SCHEDULE 46 BAR DIA. •LLFOOTING EXT. PORCH SLAB V IESMATCH SEE SLAB SCHEDULE TOP OF GARAGE ICONTINUOUS STEEL MONOLITHIC REINFORCEMENT SEE SCHEDULE UN TS SERSEE ISIZE AT ELEV: '- 7Lp+W!112" ISOLATIONCHAMFER JOINT (WHERE 7AND (1 TORY) #3 ,s,. #4 24" WI 1/2" ISOLATION I 4" CHAMFER (1-STORY) 1 6" CHAMFER (2STORY) "`•---.ss7-----"'i APPLICABLE) Z SCHEDULE 30" JOINT (WHERE EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING xD, BAR SIZE 36 APPLICABLE) ? ° FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY g AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:34"=,'-0" CORNER BARS DETAIL DOOR OPENING scALE:34"=r-0' @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'4' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w I 2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE i/2'x9" WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. WIFLANGE BASE 0. g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO — 8", LINO PLATE EPDXY 5-1Y1" EMBED. MIN. 0 16" OC SLAB W/10d MASONRY ¢ O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. _ m SPECIFICATIONS FOR rn BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE T S USE AND H I ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SLAB WI(4)1/4!'X 21 /4" `r HOLE. COMMON NAILS FILL ALL h rn UPLIFT IS PRESENT. TAPCONS Z HOLES, DO NOT USE 10d W W z 3" IxSEE SLAB SCHEDULE cc SEE SLAB SCHEDULE w ,� 70P OF SLAB .. TOP OF SLAB 4" CHAMFER (1 STORY) •: • 6" CHAMFER (2-STORY) °.�� 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 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 B°ALE:3/4"=,'-0" (NO UPLIFT) SCALE:3/4"=V-0" SQALE:3/4"=''-0" (N(/ UPLIFT) LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE Q '� 4. PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. U ADDITIONAL METAL d CONNECTORS NOT N 8"CMU WALL REQUIRED WHEN UPLIFT IS PRESENT.T. -0 +- 0'' .I• ;. POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) • TOP OF SLAB '�p.. SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0" Z Z — • MINIMUM EMBEDMENT INTO TOP OF SLAB a • "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND F-FOR 16" O,C. VERTICALLY MAX POURED MONOLITHICALLY WITH ° -� -- —FOUNDATION AND SLAB ° CHEDULE SEE SCHEDULE D, BAR SIZE FOR WxD, BAR SIZE ✓ AND BAR QUANTITY AND BAR QUANTITY �/LL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 scALE:3/4"=V-0" (NO UPLIFT) S.ALF:34"=1'-0" 11 SCALE: 3/4"=1'-0" i441 N. RONALD REAGAN Bl LONGWOOD, FL 32780 PH: 407-7744078 FAX., 407-7744078 www.abtleaigngrouP•com AA #: 0003325 aysDIV at LOT: SILVERADO LOT #5 BLK. #19 PROJECT# 04128.002-05192 MODErr 4EAB "1672- ARIA" GARAGE BWn4G: RIGHT PAGE: DETAILS 150 MPH E Dancr AB.. 4/29/20 aCALE: 1/4"=1'-0" 8HzzT S1.1A 1441 N. RONALD REAGAN Bl LONGWOOD, FL32780 PH:407.774-6078 FAX: 407-774-4078 www.abdesigngroupcom L AA M 0003325 -� A Pi stMDiv. as LoT. SILVERADO LOT #5 BLK: #19 PROJECT 04128.00 —05192 MODEs1 4EAB "1672—ARIA" GARAGE slfiMG: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 114' = P-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I I VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION ' 0'-0" FIN. FLR. TIE RTICALREBAR TO HORIZONTAL - REBAR W/ 10- HOOK tea_ BAR SIZE 48 BAR DIA. ///�''II�� Z W #3 18" >O #4 24' M U #5 30" #6 36" #7 42" HORIZONTALNERTICAL �� REINFORCING � SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �W J K Z 8" CMU WALL o 0 a SEE SLAB SCHEDULE W M#742- DIA. > 4" CHAMFER (1-STORY) O 6" CHAMFER (2-STORY) U • Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE #5 BARS 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SILVERADO LOT #5 BLK. #19 PROJECT 04128.00 -05192 MODWA 4EAB "1672-ARIA" GARAGE 8WWQ: RIGHT PAGE: DETAILS 150 MPH EXP. B PRINT DAM4/29/20 acwr.E: 1/4"=1'-0" B*tm= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 ill" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 10d x 1 1/7 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 @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE S DESCRIPTION REMARK Q (2) 2X8 BEAM SCHEDULE IZZMW INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WI'xH,SZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 8131 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT `wp, SAFPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH NH aF3w TYPE LENGTH 8118 SFS MAU TYPE LENGTH MWIT steer W1a1T eFtaa7 aF»n eFu2r MO-Ir 1aao2r MWT etaa2r INr1T ePstr M2-4T elaa:t Y-e' (42') PRECAST 2231 3'4• (M PRECAST 1025 1024 ISO 3'4r On PRECAST 1w aw aaM 4w aw a,u tam iw 2w aw 4w ew mw tam 4'-0' (48') PRECAST 1556 r-0• (4n PRECAST 765 763 I= r v H69 PRECAST lw 20 am an6 wo am aw 1w 2w aw ma 4M wla am 4'4P (50 PRECAST ISMS r4 (6a') PRECAST W2 01 1073 *V (54-) PRECAST 12U 2w 21ar Sara 4w 4m wn ,wT 2w 2m wta 4w MI 6511 S4• (841 PRECAST 1217 B4• (8{� PRECA81' 411 411 746 si' (64� PRECAST tmt m , 22w ew aw aam 4w2 ,me 1715 22M Mw aw MI 4w2 5.10' C/D'1 PRECAST 1062 s-t0• (70� PRECAST 340 330 810 S-10' (703 PRECAST w , �a 81a1 am nee w /a17 2w eau 3107 ww 4/a e'4• M PRECAST WS 5'4• (TV) PRECAST 507 721 490 OW (781 PRECAST w 1 taw a2m 2n w ,4or 1w 2ew 2N4 a2m ant r4r Mn PRECAST 74$ T4• Mn PRECAST 424 534 303 T-6• W0.1 PRECAST m war. sae m /2M tw 2M 240 2a27 M0 94' (112') PRECAST 564 V4' (112') PRECAST 320 512 230 9-V (112") PRECAST all tw 11 xt 21fl Mw la7 an 139 1w 1w 72M L1a 10'd (123•) PRECAST 475 ,0'4• (12r) PRECAST 294 401 180 IWO (12r) PRECAST w w w Ins.14m 1 wN w w lift M72 1>0 2w am 11-4' 1 PRECAST ( 88� 302 (3S•) PRECAST 11'4• 1 200 452 154 11'4• (13S•) PRECAST 474 w w 1w 1!t 1M 17w 4M Of 1 1372 1w ma ne 12'-0• (iM� PRECAST 887 1T-0• (144� PRECAST 244 402 187 17-0' (1M� PRECAST 470 40a 7M w „ , ,w ' w w 1w , wte IS-C (10n PRECAST 20 13'4' (150•) PRECAST 277 324 110 13'4• (Illn PRECAST 418 w am' tab w 11 1w w 480 m ilea M , ,wr 14'-0' (166) PRECAST 279 14'4T (166� PRECA81' ZOS 2S8 100 14'-0' (186� PRECAST am w M. In w 1220 w n7 1w , 1 ,w 144• (t76') PRESTRESSED MR. 14'4Y (17n PREBTf D N.R. 284 81 t4'4• (175� PREST all M aw w w w 1 w ,N 1131 17M 184• (1841 PREST D N.R. 1B4• (164') PRESTRIMM MR 250 83 15'4• (1841 PRESTOta w on w 1w,T4• (2 n PREBTMM N.R 1TW (2069 PRISED NR 1S4 54 1T4• ml PRE w w as, 74a w tww ,2n 1473(22') PRE'87 NR 1S'4' (232') PRE NA. 148 52 'W'4• Mn PRESTRESSED MIUM w w 4n w e4t M1 e4t Tawa Iw214• Mn PR EST�W N.R 214• R669 PRESIT D N L 129 42 21'4• (�) PRESTt 2w tat an w w 4w 7r an on anmcmm:mm=zm1m� lone27-V .1 00) r4 D NNL 2r-0• (MV) PRESTRESSED N.R 116 40 2r-o• 054') PRESTRE88®p sw w eta ma 4w w w w wm wW0 (2181 PRESTRESSED N.R. X-V (2 n PRESTRESSED NA S1 33 24'-6• Wn PRESTRE88ED7a M2 gat Ma a42 w H6 w 4w 757 w M tw 2w w ea4 w ,w tea (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDr" - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE ItWALLED PER MANUFACTURES SPECIFICATIONS . PROVIDE MSWAUM 4.OF BEARING PAST EACH WDE OF VOWN OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DNISION ACCEPTANCE #: 16-0126.03 ���000 IO��OmO OD�OOOm O�mOmO�l mom�roo�, momomool moo�� moo�r_Ilc!�±cr_ mmom©om' 0movomc�*. mm000mo mm000�!!Q^ O�m00m0 �000��Q 0000©DO oomom��r_! 0�0©000 oom®omo 0�m©m00 O©m®m01£7 ®omomov ®�mOm00 0�00�®0 ©�mmmm0 �0000�� 0©00��0 0���000 � ar111-T1mMAx1 ♦ � � 1 � 1 I 1 ♦♦♦ �4# 1 1 ♦♦ I i I ♦♦♦ j , i 1 ♦♦ 1 1 ♦♦ I 1 1 ♦♦♦ j , 1 1 ♦♦ 1 1 ♦♦ I 1 1 Y 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 IQ 1 1 Ius I 1 Im 1 1 1 1 1 1 1 1 UNO, PROVIDE BBt WHERE 1 ROOF TRUSSES BEAR, TOP I 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 i 1 i ♦ ♦ I I 1 1 � ♦♦ I I ° 1 I ♦ L — — — — — J 1 ♦ ♦♦♦ ; 1 ♦♦ 1 , 1 i 1 1 1 � 1 ; I 1 1 1 I 8F8- 1TOMI00 1 1 LIFT BEAM PLAN_ SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325.. J bpi bbb� 4 ' 'J' avnDiv as L0a4 SILVERADO LOT #5 BLK. #19 PROJECTQI 04128.002-05192 MODEL: 4EAB "1672-ARIA" GARAGE S1117INO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B IF #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 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.81x8 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING J� \) PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL SE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 81x16" 5. p` COURSE LD THE DOUBLE OF BOND BEAM IS OMITND TED AND A LINTEL S PLACED. THE STEEL COINCIDE WITH A LINTEL THE OM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / A TOP OF THE LINTEL. 9 �\ �Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. n 8 BEAM W( (1 #5 OAR BOND BEAM •\QSY\ a EACH COURSE G 8x8 BOND BEAM TOP OF • pQ�GN\� W/(1)#5 BAR .y. BOND BEAM I �Y\p� U = UINFIL E I GROUT GROUT SOLID FROM T P .y1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN E BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 a\\� EQ 16-1 T/ 1 8x8 PRE -CAST CONCRETE S lGil LINTEL W/ (1) #5 BAR (L2) p0 EF NOMINAL—� LENGTH OF BAR= WIDTH OF MASONRY HEIGHT #OF#US, TOP — Q OPENING-2" n BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR G THAT XFXX- IT/ 1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE:34"=1'-0 ANDXFXX-iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W(O STEEL(LI) REFER IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- iT/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 114") 8" FROM EACH END AND MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT 2x6 (MIN 2 X 3) 2-3I16 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST .31 SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 114") 8" SILL FROM EACH END AND 18" a SLOPE O.C. MAX. MIN 1-114" 4 EMBEDMENT 2x8 (MIN 2 X 3) 23/16 OPEN FACE SHELqlN TAPCON OR DRIVE PIN (MIN AS TO ALLOW BE SHANK SIZE.145 MIN HEAD BAR TO BE PLACEUPPERANDLOWE5 SIZE .300 MIN EMBEDMENT 1 LIDBLOCKING BOND BEAM MIN. REQUIRED IN i/4") 8" FROM EACH END AND SECURE SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK T/ifi" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 1 C `Z SCALE: 1 1/2"=V-0" SCALE:34"=1'A" ( PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I > I r SINGLE #5 CORNER p 9 �' FyEQ BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF ��F II / FILLED CELL BOND. BEAM a II I II'I I U II I�8x8 11 CMU PIER W/SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR 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: =1, SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=V-0" 1441 IN RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-8078 FAX- 407-774-4078 www.abd••Igngroup.com L AA #: 0003325 MA SvsDiv. ae r oT SILVERADO LOT #5 BLK. #19 P3tOJSCT 04128.00 -05192 HODSIa 4EAB "1672-ARI9" OARAOS XVIr MCF: RIGHT PADS: DETAILS t.150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 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 ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2A 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Qa 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO y✓� U U U BRACE TOP OF WALL. U 00, —----Ir CA --h -- h I N I Ell N d CA I � �I I � CJ3 I h hW N 1B wul l n W x w d■ x ■ ■ N ■ M II CJ3 IINI � I ATTACH° 4' -0" LAN°G 2x AB TO' CJ5 TRUSSW/ IDd NAILS @6"O.C. I I I I ■ ■ ■ ■ :: CJ5 (4" FROM EA. END) lA GTAl.G to .1 y.A .=,saes..\Q . =... s.=. s.. PREfABRICA'I®�ROOF _ ®_ . • . = . s .... . 7F&JBBES @ 24' O.C. MAX. ...........sue... =>e:>:s.:=®ssse_.—.ve0.s®m 1A to 3.1 A2 C I ACCESS Al A4 AS vessel y e A7 ..... sue.... .: ....:._.. A9 1A 1A — — — A11G 1A N Lu CJ5 N N w'x z CJ3n d w 1A ... _....... 4 CJ1w u w IA. ;gal"'. "J7A al w 7 8 FRAMING PLAN SCALE: 1/4" = T-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 www.abdeaigngroup.com L AA N: 0003325 04 F 'lull BUDDIN. & LOT SILVERADO LOT #5 BLK" #19 PROJECT 04128.00 -05192 HODELc 4EAB "1672-ARIA" GARAGE EWING: RIGHT PAGE: FRAMING PLAN t.150 MPH EXP. B A41) SIMPSON HETAI6 TRUSS ANCHOR WITH (9)1 Od x 1 k" NAILS TO TRUSS B-(2) SIMPSON HETAl6 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETAI6 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED Wl (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS / 12"O/C 'MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W110d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE: Slass-1 NOTCH DEPTH 1/4•13 HOLE EDGE >5/8" HOLE DIAMETER < 2l5•D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8" 01 BTM. HOLE DIAMETER PLATE < 315'0 DBL. STUD STUD NOTCHING AND BORING LIMITS LIMITS 0 SCALE: 1 12"=1'-0" @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAi 6 —. TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF{WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O{C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HO TO CMU AND (12) SDS }" x 2 j" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2, 2x W 000 FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SIDS }" x SEE ARCHITECTURAL 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) }" x 57ITEN HD TO CMU AND (18) SDS }" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) BEAM GALV. COMMON NAILS 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.) 2a 2b 2c TYPICAL ROOF DA-LE-3/4'=I'-O' GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1W TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI10 10d TO TRUSS AND (4)114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENGTRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 01-0" TO 30'-0" (1) "X" BRACE SEAMS) 39-1" TO 60'-0 (3)'X- BRACE SECURE 2xB PT. PLATE (1) "X" BRACE @ CENTER TO BLK 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's 8" STIFFBACK (AS PER O,C. MAX TRUSS ENO) CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=l'-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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. &ALTIERNATE MATERIALS SCALE: 3/4"=V-0" L441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A Y c Ll BUBDIV. S. I,oT SILVERADO LOT #5 BLK. #19 PROJ=T 04128.001-05192 MODZIU 4EAB "1672-ARIA" GAI%AOIC 81IFnvc: RIGHT PADS: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK WI TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 1Od's Q EACH TRUSS TO BE INSTALLED 6 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-O" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407.774 4078 www.abdaslgngroupoom AA M: 0003325 J tk L4 $ atMD:v S. LO SILVERADO LOT #5 BLK. #19 PROJW' 04128.001-05192 MODEU 4EAB "1672-ARIA" GARAGE .aNIIdG: RIGHT PAGE: DETAILS t.150 MPH EXP. B (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER ® 24" O.C. BRACE W/ (3)12d a EA SECURED W/ SIMPSON H10A TRUSS(OIAG. BRACE TO COVER 5 TRUSSES) 2z SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30--1" TO 60'-0 (3) 7' BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) X: BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) VTCR SPACING (1) AT EA AND V-0" 0. PLYWOOD SHEATHING, SEE _====m_ \ "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" \ SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3)16d ENGINEERED WOOD 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 W/HIP RETURN SOALE 34"-'''0"VALLEY TRUSS CONNETRUSS CONNE 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdeslgngroup.dom AA M: 0003325 A Qp ga t sv13Div & LOT: SILVERADO LOT #5 BLK. #19 PROJECT* 04128.002-05192 MODZU 4EAB "1672-ARIA" OwRwOR 8111uQ0: RIGHT PAGIC: DETAILS 150 MPH EXP. B m H w GABLf-END ROOF WIND DESIGN PRESSURES 1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (2798) ZONE 3 = 33.53 PSF (43:53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT �0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT, PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O,C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN C OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STIR. SHANK 8tl RING SHANK, 2 1/7• 0.120' 170,000 (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0,120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" CDX OR 7116" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES J Z9. W , zz ZZQ U y. J M O 06 D � . . • ZYZ On Z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. oAFTER OR TR ROOF SHEATHING LAYOUT AN ENDWALL BRACING FOR GABLE END FRAMING Ed RING SHANK GUN NAILS 6" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Ed x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS a 12" 0.6„IN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MRXIMIIRIAGGREGATE SIZE SHALLBE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEA7HER 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-R 2017, 6B1 EDITION ALL EXPOSED EDGES OF CONCRETE ARETO BE CHAMFERED SIC. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. OR BETTER. Fo = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE. ACI 530.13/ASCE 613 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLNBSANGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATK)NS DRAWINGS SEAMS LAPPED 61NCHES AND SEALED WITH ADIESNETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. W000 FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 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 ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT „RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61h 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 BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A155, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION N AL Q TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC EACH WAY. TO BE DESIGN AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR DESIGNED C C STRESS -GRADE LUMBER AND ITS 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 A448, GRADE A. AND SHALL 8E HOT -DIPPED GALVANIZED. GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: P W/ THE TYPICAL BENDING DIAGRAM AND LACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH TPI, NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPI/WTCA BCSI 1" O AND-DESIGN-rPIN ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 AND VREVIEERTICAL 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 psf 20 psf TOP CHORD -non-Concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -rron- mirent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCAATTIONNSS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH A58.1-1982. 15 psf TOP CHORD pat TOP CHORD (7 psf ASPHALT SHINGLES) psf w/ No GYPCRETE) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. p 5 psf BTM CHORD 10 psf BTM CHORD 5 B THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pet WIND: DEAD LOAD SPEED 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 (FBC 017) EXPOSURE B, RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITf, STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL 70 ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf 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 530/ASCE 5ITMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE 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. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I M = 1500 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH RITIT TEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT WITHOUT THE EXPRESSESS WRITTEN ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/A SLUMPLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. ;fIrOu 11 t 97-11111,191 21TI i1*iO4l4LlJ mC•IN FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PBf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIRE ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE NSA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE NTH THE A80VE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDOOR WEATHER, 1-12' FOR #SAND SRWJER 2" FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER YIV FOR SLABS, WALLS AND JOISTS 1.12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 k6l FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLILATKxI Nn TYPE SPACING ARRICA1— I SPACING REMMKS 14 PT FURRWG TO MASONRY I LONG. CASEHARDENED— NMI I1?LONG. s„ G—GEDOORWCK TO MASgIRYK c, 1N'MA No— PCON MASONRY A FASTENER S„ iVCEA18ED.,4-END q9T.. 11R'EDGE DIET. 9GD. AL. EXT. DOORS 1x PT.SEENOTES CASE HARDENED COIL NAIL I-LONO. O'OIC STAGGERED WINDOWIDOOtLFASTENEO INTO MASONRYILONC. GARAGE DOOR BUCK TO MASONRYICCNC I?'DIAWI WASHER EXPANSION BOLT &'OIC d'EMBEO., A"END 019T., YE.1-1. WINDO'WWCK GASE HARDENED COIL scut wWDowiDoow FASTENED METALSTRMTo CONTACT THIS ENGINEER FOR SPACING Ix PT,SEENOTE. NAIL I"''LONG. STAGGERED INTO MASONRYILONG. MASONfivI CONC' REQUIREMENTS EXT.9WING DOOR D)M1C9lA TAPCOM I1lC EMBEO,YETD. NON BEARING WOOD 1? E%PANSION 4'EMBED.rEND 24 R'C BUd(tx PT, SEE NOTES NO WASHER FA9TNER IB'OIC DIST.,11/Y EDGE DIET. WALL i0 CONC, SLAB WI WASHER BOLT DW,3-EDGE DIET. LMW EL BUCK 0.135•PAF x'IAI' PCH: IEND. DI9T., 11It Pi TO STEEL LOL, SEE wI WASHER STAGGERED EDGE DIET. NOTES 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 e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 • iY ygll# �•' O A � ^ LLL�yyy � Sy ii L aUSDIV. cue XOT SILVERADO LOT #5 BLK" #19 P1tOJWTp 04128.002-05192 MODELa 4EAB rr1672-ARIArr GARAGE 8VrV4G: RIGHT PAGE: DETAILS 150 MPH EXP. B g p 2tco S�iIQ C"'r&