Loading...
HomeMy WebLinkAbout35587 Stella Vast Dr99 91672-4EAB-ARIA9- Wit` rttC SEI "'" CO pPNG CCDE,REVAILING 1L CODES FL!C QUoDE NAitO HE CITYOF Z HYRHU.LS AND ORDINANCES REVIEW pAT CITY OF ZEPL PLAN ExAMi NERH Eno HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tal. (813) 74D-9720 Fax: (813) 740-9715 *STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nn ► BUg=G CODE. , �,y�M OM 017101 (2M7) .A, IMAL AM RATE C= :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •YIN. INTERIOR FINISH — CLASS B BASIC VOID SPEED - Yult=150 MPH Vasd=116 MPH '� _ B • 1-STORY RBSmENCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE uV. LAVATORY A/C AIR CONDITIONING LUM LUMINOUS �. ADJUSTABLE � MANUFACTURER MINIMUM BD AMPERAGE �I. THRESHOLD CL CENTERLINE MID. MOUNTED CAB. CABINET MTL METAL CLO. CEBSNG N T.S. NOT TO SCALE CI.IL CTtiAa O.G. ON CENTER CPT CONCRETE PL PROPERTYLINEOMM CPT. CARPET P.B. PHONE ITHJ IIc FILE PH PRONE c.r. DRYER D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAM M. DIMff7ER P.T. PRESSURE TREATED DD;P. D,�°N RAD. �,US BE. DEEP RA. . RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DETAIL l' RM. Roots DTL. DETAIL R.O. SOLID OPENING EA. EACHDISHWASxER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKEDETECTOR EQ. EQUAL SIT. SHEET c IRNG EST. EXTERIOR SFIxWR s WE' R F.G. FIXED GLASS SIM SIMILAIt F.G. FUEL GAS SI_ SLIDING R � STD ` SLIDINGTARD FLUOR. FLUORESCENT SWS SHEARWALL ODI FOOTu�rGDOOR TEMP. TEMPERED GLASS GA, GAUGE TTTK. THICK GAR. DIST. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUNDTAULT CIRCUIT TOP. TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB at. cuss T'YP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B.HOSE BIB VAPORP O }MR. ERWISE HOLLOW ` w VAPOR fNSTUL�"T INSULAATION wD WOOD INT. INTERIOR w w WINDOW ,R RH wi. WROUGHT IRON DATE DNSCRIPTiON CD�S ISSUED ARCHITECTURAL SHEET # DESCRIPTION ov6ro 2mn Fec UPDATE PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml —MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG PG D3-PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA -WALL ASSEMBLY DETAILS OWW COS RE-tS&ED 04t" FOOTMCs REVISICN PER M. SINES OMAS PLAN MAINTENANCE REVISED LINTEL SIZE AT FRONT ENTRY DOOR ADDED LED LWM • KITG#N 4 BATHR02% PER MAW N9OM ADDED STOPS OPTION ELEVA110M C 4 V ADDED OFr. W-V CEILN6 N♦Er*IT rikW3A REPLACE USP caWECTORs UATN 611-SM CONNECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) , 774-6078 Fax: (407) 774-4076 SQ.FT. CALC.�S uvn�rs W212 SQ.FT. GARAGE 432 SQ.FT. ENTRY 30 SQ. FT. LANAI 96 SQ. FT. TOTAL. 2238 SQ. FT. STRUCTURAL SHEET DESCRIPTION - PG SI -FOUNDATION PLAN S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.lB-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THEPG 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 DETAHI NG OR EILPLANATION 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, AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFPs IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCT[ON HASED ON THE DRAWING SET. L441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774,6078 FAIL 407-7744078 www.abdosigngroup ccorn AA x: 0003325 v Y E � SOQQ BQQ� QJBQ Q Q Q Q SVHDIV de LOT: SILVERADO LOT 21 BLK 18 Pmn=T# 04128.002 21181 MODEIt 4EAB "1672- ARIA" GARAGE SKIING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B 0 DP RINT 04/06/20 SCALE: 1/4"=1'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL "OR) ft 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. SrIE 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 POINT'S, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 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 AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 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&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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 OWES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) 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 (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBNG 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'W PVC (SCHEDULE 40), INSULATED WITH''/:' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P30052. 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 COVER NGS 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-G1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. UTEMIR CEIUNGS 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 I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S 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. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 wwwAbdoWgngroup.com L AA M? 0003325 a Y r Q � C StMDLV. ae L'OT: SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 11[ODELe 4EAB "1672- ARIA" GARAGE 9WING: RIGHT PAGE: GENERAL NOTES %150 MPH EXP. B 9CAL=- 1/4"=f-0" SiIEET GN (2) 3052-SH l2) 3052 _5H — on 0 civil 0 ol111111111111va 01somm l - -- - - 11- '11 i - - - o;1OBslo o�p�llo a. - C q � - o - . r 19 , a• Q � W 0 - - - - - - - G :LAC .�� - - Sm 0 - - - - �I IN IN o ON on - I: - i, - - - - - oJ/Fo ol�Bq��lo - - si:I�U',ol - olKlo 01��1,0 ollllfo SQ.FT. CALL. S LIVING 16T2 Sa FT. GARAGE 432 Sa FT. saw 38 Sa FT. LANAI 96 SO. FT. TOTAL 2238 Sa FT. WLWM B BrrOMFCR »DOIDMM CHUM NDTNE 11MVE FOOTAW DOZE IAYHM CW FBWIIIW MIN. WNDOIU 10 5 24/-33 CRITERIA EXTERIOR SUlING 18 5 24/-31 DR MK CRITERIA SAID. MIN. 41 5 23/-29 CRITERIA 16010 O.HD. 112 5 20A/-22.1 BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, 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 NOMDIAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIROLIDAROYIIIII: f IF C TOP PLATE 9 m BAR DETAIL AscALE: VV-1' 9 9 DIM. VARIES @)ARCH DTL. SCALE: V2 . I'-0' FLOOR PLAN SCALE: V4' . I'-0' NOTE: -2-8 LOUV. DOOR ILV AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE FLAN. -OTHER OPENMGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EOLIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THX7QeSS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com L AA S: 0003325 J V � J shy m LL SUSDM Ae LOT: SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 MODEr1 4EAB "1672- ARIA" GARAGE 911MG: RIGHT PAGE - FLOOR PLAN 150 MPH E . B Lij Dw� 04/06/20 SCALE: 1/4"=1'-O" SHEET Ilk Al p2i R? FOAM DRAM TILES 4' FRIEZE BAND 8'-8' BRa. HGT.4, 16'X62'� DECORATIVE SHUTTER 4' RAISED BAND (TYP. 01.0. FIN. FLR-_ I '-- EQ. JIIII I1FRONT ELEVATION 8'-8' BRG. 8'-8' BR(- HGT.4, 0'-0' FIN. FLR., ./-18'-8' BLDG. HGT. 4' RAISED BAND V RAISED BAND COACH LWT OFF RIDGE VENT OFF RIDGE VENT AREAOFATTIC 22355Q FT. NETFREEVENTILATION AREA REQUIRED = 11300 REQUIRm VENTILATION AREA = 2M/30D 7.45 ENTIMON AREA X SQ. INCHES PER FT.(144) _ 10R.8 SQ. IN. MIN. REQUIREDVEAMLATION = .5X was IN UPPER PORTION OF ATTIC - S36.4 SQ. IN. OFF RIDGE VENTILATION AREA 115 SQ IN. PERVENT 536.4 /125 TAL#aF VENTS REQUIRED = 4.66435 TOTAL# OF VENTS PROVIDED = 5 'AREAOFATTIC ISTHE PERIMITEROF THE HOUSE. LESS THE OVERHANG (EXTERIOR OF wAUTO EXTERIOR OFW NO OVERHANGS INCLUDED 8'-B' gf3i NGT4 ' 0-0� OFF RIDCxE VENT \� 6 M I v REAR ELEVATION SCALE: V4 . I'-0' TEXTURED FNISH AB-B'� IF] 'v 0'-0' FIK FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT I� 0, - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -11 mil RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I-GT. DECO. DETAIL A \11SCALE: V2 . I'-0' 0'-0' FIN. FLR i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.eom AA 0: 0003325 -4 � � P f lk SUBDIV. ae LOT: SILVERADO LOT 21 BLK 18 PROJECTO 04128.002 21181 MODMc 4EAB "1672— ARIA" OARAGE 91RNG: RIGHT PAGE: ELEVATION "C" %150 MPH XP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES D6V OUTLET 20 AMP SNOLe FOLE wv CUTLET TIN CuTm VII CF OYLLET Map V TO GOT M �GH SOV On1.ET Om~ Mono RALL N/OOPRR RAPPER IMOWART TYPE) E� 22OV OUTLET (4) EE OOISiC ION Ncr. INATSMItlOr ollner SROMO FAULT NilROPIBs aancw SLUC14 340AY OPER $4 SWITCIM 4-WAY OPQ L_il �� WALL 1'1pMED LOW CEIL 11%LIGHT © LED CLG LIGfT LED VAPOR ©vP FROM LO14T @ vp VAPOFI PROW LO MT @ PINCESOW CAN e~.FIN Ia"Flat SG Pr. O MFIN s1A.101:T TOM PER a1 R. 1'DONE [sPeC! left ID SOLOW mmot 2-eLe soup ® I1a�� ASOIND O'AW J 2•BILe slMp • �� tSIIRNA�PNTJ 2' nJ1011dG6R N PLUOIEgR q� w-1 C 6 W TRACK LOUT PANEL sib 1E7B! OSD. &-c"ovacrm mSICHA r+ti 1 w 1 WALL L HONAEO el" va"m OR GATL eAckm sE.tlBfiQlElK &-7awe Donsam Hie "COIECTLD ®cAoed $CO Doran SU1LL Be A OISTACE OF NOT LMB TEEM 4' mom IUALL PROANT LENT LI\ MATIOAL OM ► TB.SFMCrE JACK D1D WATOmt T L M!0 AWE! E__ g °1t oecoNEDT OW AMU ON SAINT F(E) mAvowN A.ac COLING am TO Be SUPPOR'IBD N O i-sm ACCORDANCE E 8= PMIBOID AS OWN FOR NWWTICN TOB N6 BOX TOOR SUPPORTEDPIARIND N CE LN6 FArLgMT AODOImc NCe -V — AS 81CH FOR A>1II4 24' NCAN )NBCWr Lion STEP nnnnnn M' ►CYOES®R Low BIl6p nnnnonnnn Y• *C.4No80Cm uatr STRIP HOOD Lehr KP OPT. OBOAMY ImYpAD pUS. PUNS- ow 1 FOR CMIEe use PORT • LOCATION OF TV JACKS A Pr101E OUTLETS A FANS TO BE VERIFIED • M0P'lOUIR PIE -CONSTRUCTION PQTN1 . ALL e 4 20 AMP ORA/CH CIRCWT6 TO SE AMC FAULT PROTECTED = B.ecTRlCA1 FROVOIONS OF � aTH mwT10N r2en) � rr_e glen 20M mRCN • 20 APP DEOUCATED LAICIRCUIT.IRYCIRCUIT.• A .ISLAND (NOT ON KRCfEN CIRCUIT) • DINeIANER DISCONNECT TO BE LOCKOUT N PANEL • ISATNCOI EJOMAUST FAN TO MAVE MN. CAPACITY OF ITS CRII NTERMTTENT PER ELECTRICAL PROVISIONS OF SECTION PEO73 • LAUDRY ROOT RECeptACLE SHALL BE GROUND FAULT Oo01AT-wromm SReR PROTECTEN POR PERSONNEL ON PEEDERO • SREO MTMOD SMALL BE MON PETALLC CABLE PER SLECTI CAL PROVISIONS OF FBCR ATM AU&MM • ALL WORK TO COYLY VATH ELECTRICAL PROVISIO & OF THE PECK ATH NO r2101T1 • ALL LA"% SMALL BE A.lComm E�.n eY BIIN.nER drD TM Q L16MK2 hsNT EMony B4YJBMT TYPE r> N COACF ` — -------�Lnl4T ELECTRICAL PLAN SCALE: 1/4' r I'-m' W P Panel MAIN - A PANEL 8M6 wp at beaker VOLTAGE: 1201240VAPh MAN: 150 Amp M.C.B FEEDER: "I CUTtAVN S 1-06 Cu (G) In 1 10 C. OR 3QAAL THWN S 1-06 Cu(G) In 1 If2' C. Fnw Pa• rw Im wm alwr exaM wtN IN- NI I M I R•1• wlw M2 1 m EN.b mGFlbllq I= 1 2 M2 2 m mlprlm•Pm 1N0 S A 4 e 4iErc FU:1 m 1 2 1 MO Sp T e PALL - A PANEL 42 crt beaker VOLTAGE 120 /240 V APh MAIN: 150 Amp M.L.O. FEEDER:3R7 CUTHINN & 1-96 Cu (G) in 1 IC C. OR 3. R2N AL TMNN S 1-R6 Cu(G) In 1 1!1' C. ww Fa• m I w•1. .— CImK wm p••m on em RN. IN. e12 I 20 Is -I bca Im 1 2 em2 R• 60 2 a •12 1 m MkNNM/Nmtl OFI N a 4 M2 1 m s 11 ArpWl 1600 5 e M!ID 1mNr m 2 no t12 1 m Imo T t t12 1 m AFG 1fiW 9 10 1me O ." m 1 M2 M2 I m BM1 ON lbe r 1— 11 12 1w O•Imuh. DFI m 1 M2 M2 1 m F . AFC1 Imo 12 M enu0 o .OF1 R 2 MO M4 1 16 fi•N Ram,, La.i A r211 AMI m0 16 TB s 17 18 1N0 OFl m 1 M2 M4 1 15 SDA AF m0 16 m 1= Om OFI m 1 M2 M2 1 1 1m Bo8P2Ap/BNh MRAFCI I= 21 22 1 IEN.I.IbI AFa m 1 M2 S • Spe• m m x m mo BAD ON1.4 sum AFCI 0-" 8N AFa 16 15 / 1 1 016 M4 Z/ m Im 9{. I. m m 1 M2 m TD im - &-Tram m I M2 s • m s a x sa.. Ta 2e sfN• - n m R 2 x A1nM1 RIaN.BWAIW% M2e ). 41 p /2 Ina .remdmwla mcmrnkumuoa.rw lswo 2T2m Lma aaa.a.Nrm.wmme.e rMa. rW FacmT uku— ABBREVIATIONS: APG FAULTCTCIeTNTFARUPTER W: NONCONLDEM I CM: OROIIN! FAULT NTERRUPTER iNNmtl maw,.N bN Vnw Fhar 10000eN1aN 140Y Im R•mr Mls N 40N 122r0 Td.I AIG IUE 9Rt _._.. 10A b MAu• LOAD CALCULATION I6 BASED ON IVC NONdOINCIDENT LOAD TNN taN.w Lmaw.m aTDa raw rxowbl 1aa General LIghthg S Rxe Load TamI AIC Fxt 1672 0.1.•ILm ARCSwr .R 5018 µNH• 1 a1—igntat 100% 66 Tool Or,.. L Rs 5061 CkbR Tonl xatD Crr•I Ita1 RC PmtlA 6 — 5061 I I I I ® I I in I I I I � I \ LED LIGHTING @ DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL R15ER jI._3. i,_3. \' I I I � I LED LIGHTING @ SINGLE LAV. • BATH R F = THW • Ile CU IN 2' CC44WT OR 3 • R6 GU IN 2. CONDUIT. ERMNATE ABOVE SON" . NOT TO SCALE. OCIPDISCONNECT OUTC44 ANDR0, GENERAL NOTE6• M ELECTRIC METER N I A. ELECTRICAL MATERIALS AND INSTALLATIONS BNALL NEMA 3R ENCLOSURE COI"PLY WITH ELECTRICAL PROVI510N• OF 71E EDITbW t201711)- LOCAL COOK AND ALL LOCAL POSER GCI'PANY REGNIRB•ENTS, BOAt1P B. ALL CONE01=011110 SMALL BE TYPE TFBN/TF2IN LICE" MCB NOTED OTFERIUME. TEE 6mv"n ENTRANCE EOsaPMa NT INTERSYSTEM BONDING TE11"NAL AT LOW VOLTAGE CONNECTIONS PROVIDE 50 AMP, 120/140 VOLT, I T•NA/E SECONDARY I At C U SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 9 9 COPPER tCU) N ATE ENCASED POOTER STEEL PER 1-V2" DLA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVI610NS CIF THE QAB ALII'INLM (AL) N 2" DIA SCNEDULE SO PVC EDITION e201111 CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. C 7ORDNATE WrTM THE ELECTRIC b/S" DIA X 6 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO I D. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-77446078 FAX 407-7744078 wwwabdeBigngroUP•— AA M. 0003326 F W Y .Oa Oa 3LJ IDIV. ag TAT SILVERADO LOT 21 BLK 18 PROJECT/ 04128.002 21181 MODEL• 4EAB "1672- ARIA" GARAGE 8WIMO: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B EEII I II I II I II I I I II I I I I I N II II I I III • Y 0 Zdf O I I I i • :n I I II m O I lit II -J IEl I I ii I n WC F 71 1 0 1 III i_- i III i V. III III i i i I 36'xb0' I II I I AV. OND > 2' V.TR we Imo' 1� t -2. T KJrcwEN _ 1/2' AUTO VENT 7p S m 11/2' ,CI I , 2' V.T.R. r2 �-1 I/2' I TU6 i 1 I I I/l � ILAV I �•'� �� I!1' �l� I 1 --- WC. I I 11/2'�7---- —T 1 �. 3 1 3• WASFER I LAv. LAV. 3 st CA. TO MAIN 3 PLUMBING RISER PLUMBING PLAN SCALE: 1/4 . I'-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-078 FAX: 407-7744078 www.abdeaWtgroup.eom AAf:0003325 b • r aVBDIV. de LOT SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 MODMU 4EAB "1672—ARIA" GARAGE awlxG: RIGHT 1PAGE: PLUMBING PLAN 150 MPH M. B HVAC NOTES I. ALL MECHANICAL E42UIFI ENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMCs, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS 844ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL W CLASS 1 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 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL. BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 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 MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20I1) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF NO 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 TRJJG — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OSD O CEILING EXHAUST FAN CEILING EXHAUST FAN t 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 D� I 1 ----� ALL µVAC TO HAVE PROPER �j CH 7G i — PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3A6'X2' TAPC0NS UNIT SMF'9CN LLB ROLL STRAP �. I ��--- - OR EQUAL ii BATH PAL CEILING O O EXTERIOR WALL �W, -- PLENUM ? 1 AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W1 (2) G8XI V4' SHT. MTL. SCREWS BD M.#� $ 3 ------ ------ O — �• I I I RUCTION AND LIQUID AIR SUPPLY a REFRIGERANT LINES CONDENSER UNIT a AIR HANDLER 1 CONNECTION TO PAD �• LAUN. ° EXTERIOR WALL III w� y 3/4' PVC CONDENSATE DRAM LINE NOTE: MAN CONO. DRAIN 3/4' DIA es I 4' OVER HEAD R' FROM STRUCTURE III EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB III 8X4 � O Y T REFRIGERANT LINES TO `0 PLATFORM RETURN C0NDENONG UNIT — — — — — — 4' TRAP DRAIN LINE AND TERMINATE L 4' DRYER IN AN APROVED DRAIN, AS PER 5' V.T.R. — — — — — O FBCR 6TH EDITION (2011) CODE SECTION 3012BLDG. 50 HVAC DRAINS e BX4 it II II — — — — — — — — 44X6 FOYER GARAGE SCORIATED NICKEL BRONZE FL PL. FIN. FLOOR OR WALL COUNTERSUNK C.O. PLUG I2XS — — — BDRM•#�2 i— SEE SPEC. —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56MV INSIDE SERIES NICKEL BRASS TOP CAULK P.V:C OPTI/BPEC DFLOOR SLAB CLEAN —OUT (TYEJ N FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN —OUT (TYY MECHANICAL PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 i 0 o i aysDiv ae LAT SILVERADO LOT 21 BLK 18 PROJZCT# 04128.002 21181 MODZI.: 4EAB "1672—ARIA" GAP-hOM Ellr M: RIGHT PAGE MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE PRE-FAB TI MS VY CLG. BOARD IA' DRYWALL T`(Y SECURE BT. - PLATE TO SLAB W/ hOd MASONRY NAIL • 32' O.C. MAX FK FLR 2X4 WOOD STUDS *24' O.G BLAB OTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' OG. 1 TYP. INT. WALL (NON—BRG. ) D1 SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC OVER W FELT PAPER PRODUCT, INSTALLED OR SYNTHETIC PER SECTION RWS.1.1 PRODUCT, INSTALLED ON I}' OU3JB. SHEATHING PER SECTION R505.1.1 OR CDX PLYWOOD ON J' O.SB. SHEATHING 5/S' GYPSUM BOA SECURED PER OR k CDX PLYWOOD OR 1/2' HiCM FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD REFERENCE 9TRUCTURA - PRE-E' ?I SEE ENERGY CODE FORMS Fi INSULATION R-VALUESRENCE PRE-ENG TRIM STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS CA ELEVATIONS VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT WINDOW ATTAC 4 ENT PER MANIFACTUREB �AS SP SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. I/2' THICK. 2 COAT PORTLAND e' OMU CEMENT PLASTER APPLIED 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRY WOOD BABE 0'-0' FUL FLR _ . — 0'-0' FIN. FLR a N 4 W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: PER SECTION 505.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'•I'-C' W IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 615'1 rD es.� pm ♦m "a /-2'\ GAS LINE THRU BLOCK eu.r vr.r-i FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON I' O.Sa SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRIMS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V!' THICK 2 COATS-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FI,L FLR S' GMU a W/ WINDOW OPENING ►i � Dig: wow JIM Pm ativ sue. ^ T my ora Dose AI'PIeDVIiL Rda. 67K t 7RACx F M Sl' 011EM on FA♦7@!D TO mom TRacwa 0exom 01'' uv ne000m AFITDVA. POM 3 GARAGE DOOR JAMBS D1 SCALE: 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON J' 09.8. STIFFBACK AT ALL UPRIGHTS SHEATHING OR Uj' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE `-PRE-ENG WA. TRUSS TYP. o.H. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER Ir ELEVATIONS CONT. 2x PAT RUN RED PER SEE ENERGY DETAILS ETAILCODE RRR S FOR VENTED SOFFIT PRE-E INSULATION R-VALUES NG. GABLE TRU98 PER ELEVATION WEEP SCREED 5/S' GYPSUM BOARD OR In' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION IQ' THICK 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENGE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. In, GYP. ILL. BD. , cm �— WOOD BASE 0'-0' FIN. FLR a n TYP. WALL SECTION NO OPENING �l—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA /: 0003325 1 S F$ P J Q J y� BaQ npsQ 8aQ EItMDIV. as LOT: SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 MODEL' 4EAB "1672— ARIA" GARAGE 19111MG: RIGHT PAGR: DETAILS 150 MPH EXP. B A -DOLTS 4' B90EPMENT MK EVOCY PROM FLOOR TO SEQIWE 2.4 ON RAT TO OLK WV CUT NAILS, GOES, 2X* 6ARK# DOOR DUCK WV (5) 9 x')W A -BOLTS 4' EMBEDMENT MK WV 2•M')4 WASHER AND NO SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR N JONTS PRIOR TO PILLNG I-2XS PT OLOCIC • CENTER OF IN DOOR MEADER WNUX% J-BOLTS 4' EPOED11EM YV 2'X2' ' WASHER AND NWT. � ki(+TP.e. I ® f SMALL BE N ACICCIRDANCE TO MANFACTi1E" INSTALLATION NSTPUCTIONS WERE SUCH NSTRICTIONS ARE MORE STRNGEM GARAGE DOOR 7 BUCK ATTACHMENT 4CIL6 vr.r�• cm DRYWALL A' OR rX2' P.T. NAILER ❑ SECURE TNRU FRAME t EXTEND I44 INTO BLOCK ❑ W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8. OF EACH END 4 IS' O.G. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 11BiDOM TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4=m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE 145 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8' OF EACH END 4 16' OjC, MAX SPACING. 2Xb:m SECURE TO BLOCK W12-)' TAPC0NSCMK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t a• cm IS' O.C. MAX SPACING:. )J' DRYWALL 2X8, moo ❑ VX4. OR PX2' P.T. NAILER SECURE TO BLOCK U/2-%* CASING TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE —AM 71T=TAC44 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END 4 MMANJPACTURES DETAILS. 16' OG. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED )1) DOOR JAMB TO BLACK +1-1 2- RRMW TO BLOCK +1-1 " " SCALE: N.TS. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT OW) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IVO.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-34' NON-STRUCTURAL V TAPCONS TAPCON MIN. I Y4 (MI. SHANK SIZE .145 EMBEDMENT INTO 15LOOK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END 4 IB' 0.0. MAX SPACING:. ❑ 'X4' OR I'X2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2 7(r O.SB. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .445 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 YE)ATTACH TO 2X PER WITHIN 8' OFEACH END 4 MANUFACTURES DETAILS. CING. IB' O.G. MAX SPA NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15//1,�" RBJDON TO BIOCK +1-15/16 " SCALE: KT.S. 2X4:m SECURE TO BLOCK W/ i(4' TAPCONS (MAN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2x 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED TWROUCsH SECURE TO BLOCK W/2-V NON-STRUCTURAL V TAPCONS TAPCON MIN. I Yi (MIL SHLAK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I49 b• CMIJ WITHIN 8' OF EACH END 4 DRYWALL 18' O.C. MAX SPACING' a I•X4' OR I'X2' P.T. NAILER 2X8� CASING SECURE TO BLOCK WY2-I)(�' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS,OZ. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 4" (31 TIBLDOW TO BLOCK +2 1 4' " SCALE: N.T.S. 2X4m SECURE TO BLOCK UV ifr•' TAPCONa (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE STO BLOCK UY2-Y.-NON-STRUCTURAL V rAPCCN MIN. I Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' cm MIN. EMBEDMENT 1 Yi) ' DRYWALL WITHIN 8' OF EACH END 4 �.XW OR VX2' P.T. NAILER 18' O):. MAX SPACING. 2XScm SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER I8' O.G. MAX SPACING. MANUFACTURES DETAILS, wvnb rnwmoo mnus.wsrooworn®a•� DOOR JAMB TO BLOCK +3" TO BLOCK +T ','—)SCALE: N.TS. 2X4= SECURE TO BLOCK WV V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 10' OZ MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Il(r•' NON-STRUCTURAL Il(I•' TAPCONS(MIN. SHANK SIZE TAPCON MIN. IY4 .445 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CM'Il WITHIN 8' OF EACH END 4 )I• DRYWALL V OjC MAX SPACING. 2XB:® ❑ Y Iw' OR 1'XP.T. NAILER SECURE TO BLOCK W/2-)w 2ND 2X SECURE TO TAPGONSIMIN. SHANK SIZE STRUL MEMBER rt2,AV2':,=TWfN J45 8' OF EACH MIN. HEAD SIZE 300 D 4 6' TO 8' O.G MAX MIN. EMBEDMENT I Y4') CASING WITHIN 8' OF EACH END 4 DOOR JAM15 OR WINDOW IS' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" A +3" F SCALE: N.T . 2X4= SECURE TO BLOCK W/Y4 TAPCONB(MM. SWANK SIZE .145 MIL HEAD SIZE 3" MIN. EMBEDMENT 149 NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END • MUST BE ON OUTSIDE 4 18' OG. MAX SPACING. SECURED THROUGH 2x6m NON-STRUCTURAL Ills• SECURE TO BLOCK WA-1/4' TAPCON MIN. 1 Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 148 MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 1 Y4) • WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X8cm 11 SECURE TO BLOCK WA-1/4' 7(4. O.SB. X 4- MIN. TAPCONB (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN B' OF EACH END t ATTACH TO 2X PER 18' OU:. MAX SPACING. MANUFACTURES DETAILS. won. w+wwrom rown�roowor octo#•� DOOR JAMB TO BLACK +3-7/IB" �\ VDJDOM TO BLOCK +3-7/18' " SCALE: KT.S. 2X4' SECURE TO BLOCK UI/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL ' TAPCONS TAPCON MIN. I Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) 8' CMIJ WITHIN 8' OF EACH END 4 K' DRYWALL 18. OIC. MAX SPACING. ❑ I'X4' OR PXY P.T. NAILER m 2XS SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TApCOHB CASNG (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" ivl 11DLDOW TO BLOCK +3 3/4" ' V SCALE: KTA. 1441 N. RONALD REAGAN SL LONGWVOOD, FL 327W PH: 407-774,5078 FAX: 407-7744078 www.abdesigngroup.eom 1 AA 44 0003325 q �i b W aU� I I J J SURDIV Ale LOT.il SILVERADO LOT 21 BLK 18 04128.002 21181 MODELS, 4EAB "1672— ARIA" GARAOE BQlNC;: RIGHT PAGE: DETAILS 150 MPH EXP. B DwTE: 04/08/20 ISICALM 1/4"=1•-0" BIDET D2 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 22/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 FSCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 106SS.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 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 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 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EKT. DOORS SECTIONAL 2017 FBCR 12/31/2039 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR W31/2020 FL 20758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2M7 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 W31/2020 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 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR W32/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/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 SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com L AA 8: 0003325 h � i J e a aUHD1V. & LOT SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 MODEL: 4EAB 1672- ARIA" GARAGE BVMC;: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. BIt AA NO DA MT 04/O6/20 aCALE: 1/4"=1'-0" aHEET D3 OLRs.awwo.rt.A O zaiaeE rt.a .• KICKOUT DETAIL raw WOOD SHEATHING OR CMU rt.• aaiASE•rt.o WREs LAYER "I, '`"itEE•"a ■CERAM Pf.0 STUCCO WRAP (FRAME ONLY) A OWES •rt.0 41gI.D rt. C OVER rt. a TLL R C Tcucw" r +t a°rtOMFLAME THICK 3 COAT CEMENT PLASTER (FRAME), COAT LEGEND CEMENT PLASTER (CMU) to METAL LATH (FRAME ONLY) 0 ® LAP UM 4 TAPE OVER DRAINACsE PLANE (WRB n ROOFNJALL SCREED R.A R a.T.tTw,T LAYER 01, STUCCO WRAP) MAL. POLO.02 em ao. �'n+idc'1aoeT Cw-wff Z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER "Z CFORTIFIBER — — — — — — AL FLA844INGs "')'�' (NAIL TO TROOF OEM NOT BUILDING PAPER) ERD LAYER s. WALL SHEATHING) EWLDEi1 TAPER flRMC mLy) EtmLAYM-L CAP 514INGLE - DO NOT NAIL, METAL LATH x—x—x—x atYCOO wRAPeRre O LY) INSTALL WITH ROOF CEMENT L LATus w saDIM ttt4• wit RAL/0 R.AIW. Wt wyj .� STUCCO �ae cra to WLLRA•N6 a \I I ROOF CEMENT ^ROOF PER ELEVATIONS WOOD SHEATHINCs SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION )i.T •D.R.A1TiR "MR "SW MAL fa o oR —�� j R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL ois Eoaa oia.A. s• LATH DOES NOT MEET SPECIFICATIONS) "L" FLASHING hI.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA C 0003325 J P 8k1��d • O • i? M M evsDlR Z L07 SILVERADO LOT 21 BLK 18 PROJECT* 04128.002 21181 AMDEia 4EAB "1672—ARIA" OARACiE 81IING: RIGHT PAGE: WALL ASSEMBLY DETAILS %150)SpEXP. B APR �wmxayayzam PRINT 04/06/20 DATE: 8CALJC: 1/4"=1'-0. s*=ZT WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. 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 • TOP 4 SIDES 0 DRYER VENT (BLOCK) 19UILDNG PAPER OVER 'C'✓UICK FLASH' PIPE THROUGH WALL 1 6' SELF ADFESIVE- FLASWING (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' �A WENT PENETRATION SCALE: N.T.S. ELEC. METED VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1 I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM >R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ' �—ELEC. METER FIELD VERIFY LOCATION A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD 914EATHING WRB LAYER 01, STUCCO WRAP WI® LAYER 4, FORTEFIBER BUILDING PAPER FETAL LATH AW TEX UIED FNISW • WOOD -FASTEN TO WOOD STRUCTURAL MENDER • T O.G MAX ghee a 6' WIDE STRIP SELF ADHESIVE FLASWNG, CLEAN MASONRY BEFORE APPLYING FINISH • MASON i ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER Of STUCCO WRAP CUT X'INTO SELF -ADHERING #� MEMBRANE FLASHING APPLY SELF-AD14ERNG MEMBRANE FLASHNG OVER BOX AND OVER APPROVED WRB LAYER M STEP #2 WRB LAYER N, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT ®-SELF-ADHERIWs FLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIl BUILDING PAPER STEP *14. ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #o' &ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA lt: 0003325 y~ 6 16y k� [POR41-2218.002/21181 DIV de LOT LVERADO LOT 21 BLK 18 ECT* L• 4EAB 672-ARIA" GE BwuQa: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH JXP. B AN DATM 04/08/20 SCALE: 1/4"=l'-0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO _lp • SELF-ADHESIVE FLASHING — — — k 2 1/2' 1, CORNER BEAD (FASTENER 4 SPACING 0 71- O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.AO78 wwwabdesWgroup.com AA IF. 0003326 � Q � q V fL tl ITIJ BVHDIV. a LOT. SILVERADO LOT 21 BLK 18 Plmo" CTp 04128.002 21181 MODS: 4EAB "1672— ARIA" GARAGE 9WWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH Fg. B WOOD OONSTRIICTION OE70ND SEATNER RESISTIVE 0AIMER'I YEATNER RESISTNE - DARRIER 7 l"� SIDPG X?' 6' SELF-ADFERW. - STARTER STRIP GAL%'D METAL FLASHM 1 ' X 6' SII'IL V ORLRA&WNG I,�SISTIVE �►. - ` 6- SELF-ADLERM PLASNSJG GALV V METAL 'r FLASNNG s TRIM tL ER - CASM / Y130D6TPRIM M EEM om I OR ABVCIAUUCM ED SEALANT \ e°¢CASM 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 L55. PER 560. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com ` AA i -. 0003325 J 2 2 -j J ly O 9 h BUBDr de LOT. SILVERADO LOT 21 BLK 18 PROJECT* 04128.002 21181 IWDZL. 4EAB "1672-ARIA" GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EIP. B 2x6 SUB'BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE I� 1/8' TEXTURED I FINISH • WOOD I �� 1/2' TEXTURED FINISH A CMU METAL FASCIA \� WRAP Ys' FROM STUCCO, 1' FROM WOOD WALL \� EXTERIOR WALL ti (FRAME OR CMU) T/8' TEXTURED FINISH • WOOD, I/!' TEXTURED FINISH • Cm x METAL LATH x x x x x x x x METAL FASCIA WRAP �- WOOD SHEATHING x x x x x x OR cm i I UIIiB LAYER sl x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BU�ILID, �PYAPER x x x x x x x x x x x x x I FRAME OR CMU 2X6 BUB BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x - FELT PAPER DRIP ECC� 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 ©FLAN ONLY. FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) JaW — 11/8' TEXTURED FINISH I WOOD, 1/2' TEXTURED FINISH * CMU —2x6 SUB -BAND W/I'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL ® WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH 0 END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH in END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-774-4078 www,abdosigngnDup•com AA #: 0003325 m c Sxn3Drv. da LAT SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 MODEU 4EAB "1672—ARIA" GARAGE SVMC;: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH XP. B EXTEND SLAB 1 1/2" FM-12X18 FM-12X12 4" CONC. SLAB I 4 I- W IL iV O1 LL j� m IN I.3 1/2 W is I� Y F 2 7-6- m 10 c r --- 1• FM-12X18 I 1 CL 0� -0_ TOP OF I 4 °D I SLAB 1 1" PVC CHASE m I FOR ELEC. @ cXv' I� ISLAND j 1 � ro I� . I i n 2 Z m O I F- /-4" PVC XTEF- l CHASE I LAB 1 1 `` SLAB, tn" d TE1— — — — — — 51n 4"CONC. SLAB "2'-8" WOF '? 18'-0" 17'-8" TRIP SLAB I 3,$" X V f LL EXTEND FM-12X18 SLAB 1 1/2" N ,., • I , SLAB O a, N I 6" 3'-4" 8" 0 1�31n w J z L' M 12X18 FMC-I2X118 1 1.1 71n 4 4 L— FM 12X18 1•i— J 1't FM-12X18 — ^ r1. e's" 1, 78" 1,2'-0" I. 4'-4" FOUNDATION PLAN SCALE: 1/4" = i'-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 +4Y-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 1n" 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. I I.EIINDICATED #5 BAR, OINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90` HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 3(", #6 =36-). AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 681 EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS WIA.WIA OVER GENERAL 1 310 16.6 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)#54 (+)0'-0" FMC-12z18 12, CONTINUOUS W, - (2) k - VARIES F-24x24 24" 24" 12, (2) 5 (2) 's (-)y-4" FM-1202 1T CONTINUOUS 17, - (2)N8's TE-1 S' SEE PLAN 8" - (11 's _)0•.0• 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdesigngroup.eom L AA #: 0003325 a Ld P J b b O 44 � O � � 'L�s�` Q j}Q�� a , pp Q y w Q Ell aysDM at IAT: SILVERA1 LOT 21 BLK 18 PROJECT# 04128.002 21181 MODEL" 4EAB "1672— ARIA" GARAGE a�IING: RIGHT PAGE: FOUNDATION PLAN %150 MPH EXP. B 30" MIN. EACH WAY rM HIC FOOTING }t g REINFORCING INGROUTED STEEL REINFORCING IN GROUTED v sSTEEL tFM CELLSEE PLAN FOR SIZE ANO Q 0..(L 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS�� SPACING REQUIREMENTS r GARAGE DOOR WRECESS n � g 7 a U - Z 6' CMU WALL O U 6' CMU WALL -.. CORNER BARS, SAME SIZE AS BAR � • W Lu g' O io � � � Z .-0'-0" ;'� IN FOUNDATION WITH 3a' LEG EACH Iy U= UN -014 TOP OF SLAB �_d WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EICT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DfA. 4" CHAMFER (1STORY) ._VARIESLLMASONRY • EXT. PORCH SLABMFER SEE SLAB SCHEDULE70P CF GARAGE [TANDBARQUANTITY CONTINIIDUS STEEL MONOLITHICUNITS FOOTING REINFORCEMENT SEE SCHEDULE -' SET '- �" AT ELEV: '0• AT W/ 12"ISOLATION (WHERE A #3 16' 6' CHAMFER (2STORV)JOINT Mtq pq W/ 1/Z' ISOLATION (1STORY) MFER (2STORV) APPLCABLE) i SEE SCHEDULE JOINT (WHEREEDULE3a� TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE„ APPLICABLE) ZWHEN BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY UANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE 314"=''-(Y CORNER BARS DETAIL DOOR OPENING SCALE.3/4 111 @ GARAGE 8 4 SCALE: 3/4"=1'-0" SCALE: 3/44'=1'-lY' LAP TOP PLATE A MIN, OF 46' �y LAP TOP PLATE A MIN. OF 4&' AND NAIL W/ 16d COMMON AND NAIL Wl 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 w a I 2c4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALLW/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 7' CAPPED g 4) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING- SINGLE GALVANIZED PIPE O a SECURED W/ 2-PART SPACING. SINGLE BTM. PLATE WEDGEANCHORW/2" BTM. PLATE TO BE PT. WIFLANGE @ BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL 70P WASH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 6', UNO PLATE EPDXY S12" EMBED. MIN. 16' OC SLAB W/10d MASONRY 7� O FOLLOW ALL MANE. SIMPSON SPF14 OR SPH6 MAX. NAIL 16" O/C STAGGERED. = K Sp ECIFICATIONS FOR U BTM AND TOP PLATE ADDITIONAL METAL Q I a0 USE AND CONNECTORS NOT SECURE FLANGE TO = H PREPARATION OF ANCHORS W/ 10d x 1 1/2" REQUIRED WHEN NO SLAB W/(4)1/4" X 21/4" L% HOLE, COMMON NAILS FILL ALL U y UPLIFT IS PRESENT. TAPCONS W W IL x 3" Ir SLAB SCHEDULE SEE SLAB SCHEDULE [SEE a.a' q TOP of SLAB f oP of SLAB4"CHAMFER (I -STORY)- � . 6" CHAMFER (2-STORY)•: EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WILD, 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 SCALE:34"=1'-0 SCALE:3/4"=l'-a' (W/ 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 W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO 1] BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W". MASONRY NAIL W 16' O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN U 8" CMU WALL T. UPLIFT IS PRESENT. Z •- 0'-0" URED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) _ TOP OF SLAB SEE SLAB SCHEDULE la- 1PO 2X WALL FRAMING SEE SLAB SCHEDULE 1/Z' DIA. SIMPSON ST82 BOLTS 6" Z Z — � ♦ MINIMUM EMBEDMENT INTO 7pp OF gLgg .°• g = "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16' O.C. VERTICALLY MAX FOUNDATION AND SLAB SEESCHEDULE SEE SCHEDULE T /FOR VVxD, BAR SIZE FOR WxD, BAR SIZE ✓ AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE: 3/4"=l'-a' 10 SCALE: 314'-V-47" 11 SCALE: 3/4"=V-0' (NO UPLIFT) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwsbdesigngroup.corn L AA M. 0003325 a 1 h W Z Q Q Q A sual)m as rol SILVERADO LOT 21 BLK 18 PROJECT/ 04128.002 21181 MODEL. 4EAB "1672-ARIA" GARAGE 8lrMG: RIGHT PAGE: DETAILS 150 MPH EXP. B 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PN: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.corn AA M. 0003325 F o • � q 4A M X qg ri BXMDiv. ae LoT SILVERADO LOT 21 BLK 18 PROJECT* 04128.002 21181 HOD=, 4EAB "1672- ARIA" c1/►RAGE 91IL1JG: RIGHT PAOE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOT( GROUTED BOND BEAM VARIES PER ELEV. — Z_ r2 n d • 'd.. •. • I Fa #5 8ARS 0. a 0 CLEAN OUT REQUIRED Q FOR INSPECTION m ' 0'-0" FIN. FL<' d TIE RI. RE.. . • . . TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 148 BAR DIA Z� U #3 18" 44 24" #5 30" #6 W, #7 42' HORIZONTALNERTICAL ____ __ REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 12" ISOLATION JOINT (WHERE APPLICABLE) B' PVC CHASE— THRU FOOTING Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Oa SPACING REQUIREMENTS Q W m U a 0O U Z W CMU WALL `SEE SLAB SCHEDULE 4" CHAMFER (1STORY) 6" CHAMFER (2STORY) f 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" ._ ° "°'�' TOP OF SLAB - d - TOP OF SLAB . d BAR SIZE 48 BAR DIA. > m d #3 19' UU •� ' a #4 24" #5 30" ' 8" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 w Q� 78 Q StmDIV. a LOT: SILVERADO LOT 21 BLK 18 Psoj=T* 04128.002 21181 MODEL: 4EAB "1672- ARIA" GARAGE BAD?G: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WS 10d x 1 12" 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 2 718" 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 DESCPJP71M REMARK Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f. (psi) ,�'H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#S WA 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 B" PRECAST & PRESTRESSED U-LINTELS 4LmP� SAFE LOAD - POUNDS PER LINEAR FOOT a1wP�IIm SAFE ��/► SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8lb clew ows rins r,ss WM48 ruts SMOG wwIp ar0as wame, Sari rmu, VIWW Sass TYPE LENGTH $H We RCMU TYPE LENGTH WW owu 0/2-tT dear Stan wow efaun awar snl tT roar Dan rear suet-n maaaa 9'4I' (42') PRECAST 2291 e0w am slew 4wr sw sox /01a1 9'4r (42'1 PRECAST 1026 1024 189s 8'd (4z) PRECJIBT 1wP ame aw 4w e0a Gm mot a4w 4ma Mfa Ism ens low itlw few aw aw 4w was etas Im 4'-0• C4� PRECAST 1986 7ee1 seal aew 4110 wM mM emr (4S') PRECAST 768 7B8 1809 Pd (4B') PRECAST um 2#s 00 wa 46m 000 w0 elm 40m e112 7sW W4 tow lies an tan 2305 3010 wa 490 0110 a0 #4r PRECAST 91r1 1899 mm Ms 2101 sm flare am ra4 4d ' PRECAST 8B2 1079 44r (64) PRECAST MY JIM 2Ir atra 40m 4m One 2me 4m 4113 I W wI! taw /fIw nu Mm 2707 3110 400 41FIt aa0 S{' (84•) PRECAST 1w wo MDe sam 411 411 745 S{(6tPRErAffr tMlam+n 20 am aw 0M 4ea Im a010 aam W tm /70 s0 gems afw aw 42a 5-10' (%0') PFYi'J18I' 1062 tin 11m 1w1 moo peal sm Dim S-1P (iP) PRECAST S16 396 818 5-10• (70•) PRECAST M / 22w SW 3W 4133 Im nu 4m TINT ems m taw 20ee 2m 3w 3m m3s 6'fi (7B� PF�0A87 902 n0 2177 340 3 M m2 4w4 am S'� Cam) PRECAST 6W 721 4911 6'fi' (78') PRECAST M. , t = aw 8/ � � � nr, epee M w 14a7 few 2m 20o a0l m2 Td' (YOy PRECAST 7b iMt Ire swt 2706 pas afM 211a rd (807 PRECAST 424 584 8l{8 Tfi MISS PR�'/18T Tex 31a9 was 1M1 170 aM sew am swr om m7p two 2m 2ms am eta f-r 11 PRECAST { 2•) m 1ls 1e0 aw ame gem uw 9{' (1121 PRECAST 820 672 220 7{' (112� PRECAST w / um 1 21w 200 xw 181a tem 2w a4e1 wm w 1Me ,em tew 2214 w4 1W-0• (126') PRECAST 476 m em Iw 2os nn 210 038 1W4r (1267 PRECAST 284 401 180 10'4r (126) PRECASTam wo em ,lm 1 2M, tom tem tawact 4w m 11w tat 11w 2ma 2Dm11'-'r 1 (PRECAST 992 "Mt0m em our 4001 11'{' (188') PRECAST TSD 4;Q 1lt1 11•{• (1987 PRECAST4w 414 em ton tv tM 1as sm 00 Mn 4me 7 lam 10m iemw 21mam 17-0" (144') PRECAST 887so em 1w UK 21m as aew 1740" (1447) PRECAST 2N4 402 137 1r4" (144') PRECAST 4m rn em , 1 Im as +a4 fw Ms ame ama . em tam 1 tM sma 18'{• (16D•) PRECAST 286 m ma 1ma "a tees 22s aw /7{• (III PRECAST 217 324 110 IT-V (160ry PRECAST 4m ale m m w 1 13D 47t ma mrs Im Im tam am 4. 4m Teo /tw t4 tw2 1104r 1 (� PRC4J18T 2'79 424 to I= 1220 mw 2m awe I r4r (186) PRECAST 206 298 109 wr (ion PREC w w w ws 70 w 1 lam 4m 7w f0w law 1/67 a1v aw0 00 425 717a mw 1 f tw7 I,r4r 1 ( 76') PR68'IR686ED NA mi w m w mMR I*r (176•) PRESIPIB® RR 234 91 1,V4r (178n PREUMES ED 20 a0 w aw e0 4m r2 411 e0 13016W em IMMSilm trn 1734 sw m fe/0 too ssm w7 ms iS{' (1647 PRE NA Nt � Nt Nit 1S4• (184') PRESTRESS® N.R 260 88 1S{• (184' P w 23D eta aw 4w Ms m me m 120.J Mt VAID. 1M flu ?t 7ro an ,7w a0w 2Dw 10 wa it{' (20B') PIi�1RF88® NA � NR NR Nit Nit Nit 1T{• � PRIMTRESM N.P. 191 84 1T{• (q(p•) PRFST it m sw w 4w we mW mo mus tw—log. wra am em aea 1aa tem mm 20a 1Y{' (2A2') PRESTRESSED NA tw let MR lot Nl let Nl let Mn P N.R. 52 1P{• M2') P /67 in ms 2m all em 420 447 e0 447 wt eW , 747 12a7 2m sw lw Im 1ffi tam Iris v-v On P NA M III w lot M M Nt 27'{• OnPRE81RE88ED N.R. 126 42 2T{• PRESIR tQ 1m w 20 am m am en 40 rn w 4s ma tom tw sa we em 11" an ime 274Y (284') PRESIREasm NA rn Nt tat M w mt NR �� �� PRE NA 110 40 274r P"') PR[ tar tw aw m 4w 50 m m am w ,pp mg an � 134 sa 1m am in M7 342 er 46 w 4w ew w7 w4r (p7 PtESiRE� RR NI Nt Nt M Nt Nt la 24•4r Mn P N.R. 91 38 w-w (286') PRE las am a/e 4m ew 7a7 em to m 4w 1 w 1 so tOm tpm (#) 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. ALL VALLE$TAKENM M'SAFE LOAD TABLES' BY CASTCAETE MAY 21H5 EDMW - PRECAST PRDOIICTS BY OTHERS TO MEET OR EXCEEDVALUES STATED ABOVE ALL PRECAST PRODUCLSARE TO BE INSTALLED PER MAMffACTURES SPECIFICATIONS - PROVIDE AOAA6A# 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE # 160126.03 8F16-11T/0M/0B 8FI6-1T/0M/OB 8F16-1T/OMMS u m € @ ao GT 0, k 6116-1T/OMM13 I r: 'JI re u a � a" 1 � ( •a i ) S { r s 7 'o 10 ( 'sue 1 4 )m l 6 LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP "• OF WALL EL. V-8", UNO. a ) ( ) 3 if a { 8F8- 1 ( y' IT/OMroB 3 GT S ( { o 8F16-1TroM/0B # , 8F28-1T/OWOB y°`e LIFT BEAM PLAN SCALE: 1/4" = V-0" i"I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroupcom AA 9: 0003325 W � � T a sysDIV. ds WTil SILVERADO LOT 21 BLK 18 PROJECT* 04128.002 21181 1LODELa 4EAB "1672-ARIA" GARAGE SIWMO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM 30" TYFMCAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" —05 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" aG� PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 2ND BOND COURSE BEAM COUR BEAM SE B 16AT/17#0F NOMINAL— — Q� HEIGHT # OF #VS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1TH MOB INDICATES A DOUBLE BOND BEAM #6S BOTTOM AND XFXX- 1TAMiOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1Mi0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1TAMJ0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW —11 PRE-CAST'a 19 WINDOW t SILL Z = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION PROVIDE 3' DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. '17I SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF / FILLED CELL BOND. BEAM -E REINF. SAR(S), )ROUTS BENEATH 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3I4'"=1'-0' PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANCE CHANGE IN ELEVATION OF BOND BEAM TYR BOND BOND BEE AM io � 1#5 1#5 TYR 8'k16' `ro BOND BEAM •.: _ Bx16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#S BAR .i: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR �f 8x8 PRECAST CONCRETE ESCALE: 3X'=1'-U' LINTEL, NO STEEL (Li) REFER TO PLAN FOR LOCATIONS rro PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/'I6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .3D0 MIN EMBEDMENT 1 1/4') 6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT, 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2X8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2)(4 SOLID BLOCKING — 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER SLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX- 407-7744078 wwwabdesigngroup. L AA #: 0003326 R C a�a Wuu Z • � • ' M QQ r 4 Viral artt BOA N 4a i BOOR AC LOT SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 MODEL• 4EAB "1672-ARIA" GARAGE 811FMC: RIGHT PAGE: DETAILS %150 MPH EXP. B . •< D TZ 04/06/20 SCALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1DA OR LGT2 WI 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 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 C 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 SHOWIV 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 6" FROM THE CENTER OF THE COLUMN. CJ1 CJ3 2X4 BLOCIONG BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WI (2) 16d COMMON _ NAILS & SECURE TO SM. W/ SIMPSON LTA2 USED TO �/ j I j BRACE TOP OF WALL. c3 c3 c3 �1 1a N IN 011 �. r AIG 2x SCAB TRUSS W 10d �, . O.C. II, i 1 ACCESS I ,r nfy` Ll - -- —_ - --_ iIAi EJI -- FRAMING PLAN SCALE: 1/4" = 1'-0" CJ5 CJ3 I- I It, n i"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 401-774.6078 FAX: 407-7744078 wwwAbdosigngroup.com AA B: 0003325 J 64 is q J SLJHDN de LOT SILVERADO LOT 21 BLK 18 PROJECT* 04128.002 21181 MODEL: 4EAB "1672-ARIA" GARAGE 8!/ING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" OfC, SUBMIT SHOP "ROOFMALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A41) SIMPSON NETA16 TRUSS ANCHOR WITH (9)10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNVALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", HTSM20 W11010d TO SHEATHING (12)16d x 1 J' NAILS TO TRUSS (9)10d x 1 �"' NAILS TO 6", B" x 4'-0' MAY BE ADDED TRUSS AND (4)1/4" x 2114' FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE S" W/ 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH PT EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: A SYP #2 7' x 4", (16) i0d x 3 J" NAILS TO GIRDER AND 6", 8" 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT 2 SIMPSON ( ) x (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOtl NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" ,X2, 2t WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) p x S' TITEN HD TO CMU AND (12) BIDS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL U }" x 2 }'TO GIRDER CONT POURED LINTEL 2x SECURED Wf iLd GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1,2 SECUREO W/ 10d TRUSSES 0 24' O/C, 1x2, 2x WOOD FASCIA (2) k" x 5" TITEN HO TO CMU AND (18) SOS }'• x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SEE ARCHITECTURAL 17' OIC FOR REVIEW C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2z SECURED W/ (3) t6d AND APPROVAL GALV. COMMON NAILS. (2)} x u rrrEN HD TO CMU AND (18) SDS }' x T' tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, 8' EACH WAY.OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:181O LBS, L770 LSS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = S885 LBS (2 PLY MIN.) 2"COVER 8 2H APART TYPICAL TRUSS/ REPAIR OF MULTIPLE la lb �� TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR SCALE &4 ,'-0" GIRDER CONNECTOR(S) 2a 2b 2c SCALE3�„1,-0• 3 BCALE:3l4"=,'-0' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING (Y4" TO 30'-0' (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) -W BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 17' DIA (2) W: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8" SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)108s 0 EACH TRUSS TO BE INSTALLED 0 VY-U' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE 34"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'1) HOLE EDGE>5f6 USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5'0 SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES EDGE >5B" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ,,--HOLE ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2 ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. STW HOLE DIAMETER PLATE c 36*D DBL STUD STUD NOTCHING �-�ALTERNATE MATERIALS " 0 1 AND BORING LIMITS 0 SCALE: , ,2"=,,-0'• SCALE:3f4"=1'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com L AA #: 0003326 V Z 0 wh p aumrv. aLOT SILVERADO LOT 21 BLK 18 PriOJECTIf 04128.002 21181 MODEU 4EAB "1672— ARIA" GARAGE SVfMG: RIGHT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-T O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 ZV O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING 0 VERtFY SECURE a6 PT. PLATE TO BLK _ W/ TRUSS PLAN W1117' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY V MM. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/12CsW O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10C's Q EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-U' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774,6078 FAX 407-7744078 wwwabdesigngroup.com L AA M: 0003325 0. y tj Sv O a. LoT SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 MODEL• 4EAB "1672—ARIA" GARAGE BIWMG: RIGHT PAGE DETAILS 150 MPH EXP. B as NO DATE: 04/06/20 SCALE: 1/4"=1'-0" SHEET S3.1B '�-y�- \\ �"Cu' S�j�.�wJraa ��� ���� �5,���� (2) 2X4 N0.2 SYP DIAG. 2x6 OUTLOOKER Q 24' O.C. 5 BRACE W/ (3)12d 0 EA SECURED W/ SIMPSON H10A VTCR SPACING (1) AT EACH END M TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) VTCR AND &-(r O.C. MAX. 4 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30'-1•• TO 60•-0 (3)'X•' BRACE (1)'W' BRACE 0 CENTER PRE-ENG GABLE TRUSS (2)"X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL �1 FROM CENTER TO END. UPRIGHTS OVER 4"01' HIGH oil (AS PER TRUSS ENG) \ PLYWOOD SHEATHING, SEE ° "ROOFIWALLIFLOOR°I SHEATHING FASTENER SCHEDULE" �- SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER c SEE ARCHITECTURAL TRUSS MFG. 2x SECUREDW/(3)16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES 0 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)12de MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED 1 SCALE: 3�4 =TdP W/ HIP RETURN VALLEY TRUSS CONNECTION 2 144i N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdeslgrooup.com L AA k: 000332b H Z O 1Q1� II till GAfxE-E!D ROOF WIND DESIGN PRESSURES NETZONE 1 = 8.97GROSS) C PSF (19.97) ZONE 2 = 17.98 PSF (2798) ZONES = 33.53 PSF (43:53) "A"M 4'-0" END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: Ir RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+_ 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT IVO.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 04" O.C. EDGEWISE DN4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 12' 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 212' 0.120' PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTEFJOR SHEATHING USE 1/7' CDX OR 7/19' O.S.B. PLY WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZW Z8 W Z QU co z w S Sd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J ........... ZN z0 0 1U Za =U Mci z� m z9 S � W ti Q o O Z CI b Y Z Z (A ' z = c W()�� .J iA 0 Z $W i $. Z a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHFATH,NG .--_—I _\,1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMMG C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD ` �-• ed RING SHANK GUN NAILS a 17' O.C. IN FIELD or 8d x 2 10SCREW SHANK PNEUMATIC SCREW -NAILS @ 17' 0.S„iN FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FS" 2017, 6I1 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.73 AISI SPECIFICATION FOR THE DESIGN OF COLO-FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OWMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION SITE PREPARATION Q AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM G33. WJUMUMAGGREGATE SIZE SH&L BE 3N". WOOD: PROVIDES%AIR ENTRAINED CONCRETE EVO°4ED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL DMED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMMG C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD ` �-• ed RING SHANK GUN NAILS a 17' O.C. IN FIELD or 8d x 2 10SCREW SHANK PNEUMATIC SCREW -NAILS @ 17' 0.S„iN FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FS" 2017, 6I1 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.73 AISI SPECIFICATION FOR THE DESIGN OF COLO-FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OWMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION SITE PREPARATION Q AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM G33. WJUMUMAGGREGATE SIZE SH&L BE 3N". WOOD: PROVIDES%AIR ENTRAINED CONCRETE EVO°4ED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL DMED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF INUOU6 B RRI PfDVIOE &NIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNOBtALL SAB40NGROUD WHBiE INDICATED ON ME NE VAPOR ELASTICITY - 1,400,0DO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED INCHES E APFBRA PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMS -WORD: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, HALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN WOF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 8M EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 21 STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. Syp #' UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH" WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'4r OC EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 801N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP B x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 pat TOP CHORD-RGRaon —t TYR MIN LAPS SHALL BE AS FOLLOWS: M BAR - 25" A8 BAR - 36" 10 psf BTM CHORD nDltconglReOt 85 BAR - 30" 97 BAR - 42" PROVIDE 38" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEADLOAD FOR ADDITIONAL INFORMATION. 15 psf TOP CHORD 20 psi TOP CHORD (7 PSI W/ ASPHALT SHINGLES) (10 Psi w/ No GYPCRETE) 10 psi BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 1Dpsf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SY THE NFPA. TRUSS DESIGNS SWILL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-/4, "DESIGN NATIONAL STANDARDS FOR METAL-0LATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPIM?CA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDUNG, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1.1962. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 WINO DEAD LOAD SPEED =150 MPH SUSECONDB,RI GUST (ASCE 7-10 (BBC EXPOSURE B, RISK CATEGORY ID INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHTECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tO UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psLf,BITABLE ATTICSANDATTICSSERVED NTHFIXEDSTAIRS:NTS: BALCONIES (EXTERIOR) IT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psi, GUARDS AND HANDRAILS: 200psL GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER Of RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5W,, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Pst MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (AG 53W ASCE 5?MS 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. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C�76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERNSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psi, 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 WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWWER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS 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 SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE 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 NIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COWtY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C.94 OR MEASURING. MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SWILL BE TIMESTAIAPED WHEN CONCRETE IS HATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY W SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSBBJTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMMEMLY EXPOSED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH AIDIORWEATHER 1-12" FOR N5ANDSMALLER 2'FOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3" FOR SUBS. WALLS AND JOISTS 1-t2' FOR BEAN AND COLUMN PRIMARY RBNFORCOAEN"E, TIES, STIRRUPS TYPE *W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SRALL 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 WTH 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. A I:Z4L*1 LollC7.1 Wi 14 :1i THE MATERIAL FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 ksi FOR ANGLES, PLATES, AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH 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 APPIICATgN MQE 9PAaN0 REMARKS APPLICFTxXY 93E ttFt 4PAaN0 REMARx3 t,u yr FMRr4Ncro CANE NARDElEDogL „?LGNG. �� GO oaa+Buac to Mavorxrxxxc. ,W NOMwa� APr-GNMAsawr„?E—EDGEElOasr., FASTENER „?EDGE asr SGD, K. IXT.00MS 1x PT, SEE NOlEB NED aJII ONa YpG STAGOERW W,NOOMGWIUfASTEiFD HMO MABONriICONC GPAAOE WIXt BDa( OMABONRY/LUNC. 1?RAW/ WABIIER E%PANegN80LT ]<'OIC 4'i348ED.rEND GIST, YEDGEOIST. W,NDOYI— NA,mErmGaL e•oc WRaGMwoowFABilax-n METKBIRAPT. CONTACT THIS ENGINEER FOR SPACING ,x PT. SEE NOIEb sTAOGERm INro MBsotbnxxx¢. MASONR✓,aTNC. REQUIREMENTS ExT SWnNO DGOR BUq(h PT, SEE NOTEe m3/ta9W NO WP9IER 'TAP(Ali' FASTNER ,YOA; „?EMBEo,aENo gST.,t,?EDGE qST. NON9EARINGWOOD WALL TO CONC.ffiAB ,a" IXPANMON rEMBED. qE wWA91iFR BOLT l<QC &T.,YEWgST �N W1NOOlV &1Q( O.i38°PAFx]VY YOx: rF3D gEif..tt? sTE �caL. aFE srAcsmm EmE asr. wl— NOTT 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W WIDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 144, N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigUmp.com AA S: 0003326 Y b z QQ m ' P Iq C • P i ~ J O p B. IC 4D S BU13DIV. & LOT: SILVERADO LOT 21 BLK 18 PROJECT# 04128.002 21181 bwDEL' 4EAB "1672—ARIA" GARAGE 911WO: RIGHT PAGE: DETAILS 150 MPH EXP. B D TE 0 6/20 :°Ic .-0. aHZET SN1 • I ITY. 3/4"" I &U bUB-HLUUN UtUKING ULUtU I U ALL tXYUStU MtMBENS