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HomeMy WebLinkAbout7929 Sail Clover Lnr_ 99 9� 1 7 204EAB -ARIA HOM E S 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fsx: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, ,AND THE CITY OF ZEPHYRHILL S ORDINANCES REVIEW DATE J`UL 1 7,A0 CITY OF ZEPHYRHIL PLAN EXAMINER �jj • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE"+N4 TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .Ir�o= mwBiG CDDt acs�umA4 AM WAL ` T LDCAL AND $iAiE CDDES _ IDp�,�r�, `�� TYPE - VB 'MDiTER10R FBiISfi — CLASS B • BASIC WIND SPEED - Vult=160 MPH Vnad=124 MPH .E>(pOSURE — C .I STORY RESIDENCE - •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE AD ADJU TABLE AIC ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CM CEM ERL NE CAB. CABINET CT-G. CEILING CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DNA. DIAMETER DIMENSION DIM.. DISPOSAL DISP D. DEEP DR DOOR D.S. DOWNS POGT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH, EXHAUST EXT. EXTERIOR F.GJFIC. FIXED GLASS FIG. F IISHAS FLR FLOOR FLUOR. FLUORESCENT M DR. FRENCH FIG. FOOTING�R GA. GA GE DISPOSAL GAR DISP. GARBAGE G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD B.B. HOS BIBLLOW N.C. HOLLOW CORE HDR HEADER HGT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. MUM. M.C. MFR. MIN. M.T. MID. MTL. N.T.S. O.C. PL P.B. PH, PLY. PR. PR. P.T. B. R. RA. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR SIM. SL CL. STD. SwS TEMP. T T.O.C.O. T.O.P. T.OS. TYP. U.N.O. V.P. W. W/ WD. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET•ALL MANUFACTURER MINIMUM•OCCUPANCY METAL MOUNTED•CONSTRUCTION METAL ON CENTER ON CEN SCALECLR. PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLDINNGGGLASS STANDARD SHE WALL ;S� RED GLASS THICK TOP CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHEVAPORWISE PRO VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WED Ur 'ITT DESCRD'PION CDtis IS&" ARCHITECTURAL SHEET DESCRIPTION 20IW FBC UPDATE PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml —MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS rDATE �g�- FOOTMGREVISIONPERn.=0 FLAN wwWENaICE �� REVISED LNTEL SIZE AT FRONT BM DOOR 06/lbl9 ADDED LED LIGHTS • KITCiEN 16AT4ROO S F'ER MARK WAS 07A2/19 ADDED STONE OPTK7NELEVATIONS C', D' IORDM ADDED OPT. IB'-O'CEILINGIEIC•NT OV" REPLACE USP CONNECTORS UNTH 51"M CONVECTORS *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) 774-8078 Fax: (407) 774-4078 04Aya4O OPT. W-0• CLG. HGT. ELEVATION V- REVISED HEIGHT OF ARCNA4Y r SQ.FT. CALL. S LIVE• 1612 Sa FT• GARAGE 432 $a FT, 36 Sa FT' LANAI � SQ FT. TOTAL 2238 $a FT, STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.iB—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'• IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION HY THE BUILDER WHEN NO RFI'X HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRIICTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN III LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 wwwmbdesigngroup.eom L AA A: 0003325 aunDm ac LOT: ABBOTT PARK LOT #13 BLK #7 PLR,OJECT# 04181.000-13071 MODEL 4EAB "1672—ARIA" GARAGE 8wW0— RIGHT PAGE: COVER SHEET %160 MPH EXP. C GENERAL NGTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO, 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING NTH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (INHERE 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 TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INS11ME OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RILES 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 ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIHI111m 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH'F' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EK ERIORWALLCOVERSIOS t. 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 F110108 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-CA063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESWrANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 11T GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W' DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROL S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVCES 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 BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbd•eigngroup.com L AA#:0003325 r a • d d 14 SIUODM 41e LOT: ABBOTT PARK LOT #13 BLK #7 PROJRCTO 04181.000-13071 MODZU 4EAB "1672-ARIA" GARAGL' SWING: RIGHT PAGR: GENERAL NOTES %160 MPH EXP. C r- (2) 3052-SH (2) 3052-SH Ea EGRESS olo ollEEllllo�;� aI1N������������io oI1����Ello 'll i � 4'JEEEEID-O'�Y�O ` i O o q i e �. „ =LAJO - AS REa PER IBLM CODE -poym - po . any olEllo�, ol��gplCo o',IE/Ilo IOIIEEPo SQ.FT. CAM'S LIVING 1612 SG. FT. GARAGE 432 SO. FT. ENTRY 38 Sa FT. LANAI 96 SO. FT. TOTAL 2238 Sa FT. 001!'OISR ND O,ADDIDMD LOA9B B�ac Illo e�aelaF FOB a aeool0 alela MOVE FOOTAGE ZOIE NWHODMD IB/N1{a MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SW�' 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-38 CRITERIA I *010 O.W.D. 10 5 28.2/-31.5 BASIC WIND SPEED MPH - 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001101401.DVEO E/S DBL. TOP PLATE 0 :n BAR DETAIL A SCALE; 112'.1'-0' �-n-)!.A RCH DTL. FLOOR PLAN SCALE, V4' . I'-0' NOTE. -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 15E EO.UIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 wwwabdeslgngroupcom L AA M: OD03325 a e At b Stmi)zv, oT a r ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 mODEzr 4EAB "1672-ARIA" GARAGE SKIING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C D � 06/08/20 sCPLLX: 1/4"=1'-O" SHEET Al FOAM DRAM EQ EO. TILES A ' — — — -- — — BAND VIA ■. T117 iOID //! — — — m 1111 ■1■ ■■ 1111 .� r!�� � �! � ■ _ �1111 �1■ ■■ 1111 _ ��!�i !�' '■ i OFF RIDGE VENT 1�b d-IS'-O' SLOG, HGT. SHINGLE ROOF 4' RAISED BAND V RAISED BAND OPT. COACH LIGHT l,�0'-mg FIN. FLR. OFF RIDGE VENT AREAOFAmC • 2235 S(1 FT. NETFREEVENTILATION AREA REQUIRED = 1/3w REQUIRED VENTILATION AREA 2235 /3w = 7.45 VENTILATION AREA X SO, INCHES PER FT. 11441 • M72.8 SQ IN. MIN. REQUREOVENTILATION .Sx lW2.8 IN UPPER PORTION OF ATTIC 535.4 SO, IN. OFF RIDGEVEN7ILATION AREA • 115 SO. IN. PD 536.4 /115 TOTAL# OF VENTS REQURED = 4.66435 TOTAL N OF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDEDI W-0' BRG. HGT - 0'-m0' F OFF RIDGE T \�7 6 LEJ Lm- I LE � 0 1 �—A REAR ELEVATION SCALE. 1/4 - I'-0' TEXTURED FINISH iT I' •0' R.I---------------------------------------- --- A0'.0 A DECO. 1 DETAIL LEFT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT 8'-0' BR'-. HGT,r, I^ 4B TT p. 0'-O' FM. FLR 0'• RIGHT ELEVATION SCALE. 1/4 - 1'-0' TEXTURED FINISH HGT. 0'-O' FIN. FLR ' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL. 32760 PH: 407-7748078 FAX: 407-774.4078 www.abdosigngroup.com AA li: 0003326 J J b BunDiv. ac Loll ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 HOD23U 4EAB "1672—ARIA" GARAGE MWMG: RIGHT PAGE: ELEVATION "C" 160 MPH EXP. C n G DAa11'E: 06/08/20 8CA M 1/4"=1'-0" BHEET A2C i-, ELECTRICAL LEGEND SYMBOL DEFNITION NOTES -e DSY CUTLET 20 AMP GNUM POLE INN OUTLET IWV OUTLET Nro DPauOY WAD raT+LR ON IIOV OUTLET SOUPED WORND PAW. !!INSTANT T'TP7, 220V OUTLET (4) WM GON ECTWN } IWIIG tJ- 6P1 Oun xt NRMIRIR T SWITCH SWITCH S-WAY omit $4 SWITCH 4-WUAY OPER Iid L MALL r'IDItI1ED � LISMT CEILING UNFIT © LED MA LIGHT ©Vp P COP LIGHT O VP YAP -OR PROOF LIGHT ONWOG D CAN eVENT. PAN I aM PER SO PT. 1ALlawN WA.IGHt ISM —SO.- —WTINW— (GPM" 10D by T 243" WAU4• ® ( L ) ARouND FL r&IErrT4TJ r RN PEOGENT w Rn01!/CEW p�— p� 8 4' TRACK LOWO PAPEL db PETER O8D. Stxea DlTECtole mu BiaC-UP YELSSOEIEE I+•I I w•1 WALL DETECTOR�yE� ®CAROM grCp MMMMUSMOIS sllua ontc= CQ� eHULIr OP NOT LESS THIN 4• Pmm WALL PENDANT LOW NATURAL OM ounst TELEPHONE JACK YA4 Grp 1 .El1Y Al 6�•e� DROMECT I.O TlF1EVIs10N JADc TOa en TO a WFPA-F CRRMD N JO J45OX ACCOIW/ BODE INMIIaD AS A SUCH FOR INSPECTION CEIM NOW plumom 47ILN6 FAWI.IGNT roAIN G.ppY�SP SO K 11AISaD AS RICH FOR �naa 74' INCANDESCENT LIGHT STRIP as' NCAiONSCEW LIGHT EIISP 4V NCMOISCOR LION STRIP PLOCO LIGHT D. on. Staserlr KEYPAD • PA. RNIM SURaI FOR OMn use PORT • LOCATION OP TV JAGCS 4 PHONE OUTLETS 4 PHIS TO EIE VOWED, • FIOMMPJt4 R PRE-CO"TIt=WN PRETNO. • ALL E 4 20 AMP ORANC34 C 0MM TO eE ARC PAU-T FICJFCCT[D PER ELECTRICAL PROVISIONS OF POOR STH EDITION ['JOIN 4 NC 2100 7E1t mITIO4. • 20 API• DEDICATED LAUNDRY CIRCUIT. • ON a ISLAND (NOT 04 FOTCHM CIRCUIT) • DISHWASHER DISCONNECT TO CK LOCKOUT N PANEL • BATIslOCI1 064"T PAN TO HAVE nN C-APAGTY OF 50 CPM INTER IFrMW PER ELECTRICAL FROVI610NS OF SECTION MOMS 0 ATu ltDIT1O1 [2A01 • LAUNDRY ROOM RECEPrAg2 SN4LL OE ORaND PALT CSC111T-NTERRUI-PER PROTECTION PON PtIYOFO41L O4 RiDtRS • WRNO METHOD SMALL OE NON METALLIC CABLE ram ELECTRICAL PROVISIONS, OP PRIOR ATM E (240111 • ALL WORK TO CO'S'LY WITH ELECTRICAL PROVISIONS OF TFE BEI ST'- m (]EITl • ALL LINli &PILL EE Y era.n FHY Bun_DEE dND Tsi OF LIGIRNO MET BE !NERDY IMMy T TYPE Own ----------------- CEILING PRE -WIRED j MTD. LIGHT �. 7GW PAN Im TO BE I INSTALLED,- - 1 PROVIDE ; , U-BOX FOR G' \ ♦ I J ♦ I OPT. FAN I I A63A.•^a Ule,ll PRE -WIRED ` CLG FAN , , GREAT ROOM \ I 1 BD ` L �J ♦\ PRE -WIRED CLG FAN 1 do \y q / w SD. BDRM.9 / P.D. FOR CHIMEb PRE -WIRED CLG FAN I R DrrvrxaG L - - SWITCH IN `• CASNET I IEITCHE e 1 I II I 1 II L GFI \ I \ i I I 1 I I I I I I I \ OWSU TES / PRE -WIRED CLG FAN HOOD WIRE W/ OUTLET FOR RJTURE MICRO. W.I.C. M I I I Vag P.B. FOR--' ( - - - _.F.F. GM¢A \\ 1 tfl. � DOOR _ j \ za�� BOLLARD \\ MO AS REa \ LIGHT W/SWITCH IN PER 15L ♦♦\ ATTIC CODE KEYLESS FIXTURE GFI J CLG. OUTLET Ah `L - OHD IRRKaATION - - OUTLET a I ♦ I 48' AFF I GAMG 1 1 y-( —1—_ -------------------- i�OPT. COACH _ ���'------�- LIGHT ELECTRICAL PLAN SCALE, 1/4' • I'-®' METER FIELD VERIFY LOC. WP Panel MAIN -A PANEL: S M6 %p crt breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Ar p M.C.B FEEDER: 3-51 Cu THAN & 1- 06 Cu (G) in 1 1Y2' C. OR 3-a2,D AL THVA & 1- NO Cu (G) in 1 10 C. !El!! w D.wn eon W.N urea unwt w.a. N• wPH• Wln 012 1 20 ExIN. Rwe •H GFI br TUG 1200 1 2 s 012 1 2 1 20 WW0 Pump 1000 ] 4 s 5 5 45N A/C C.U: 1 30 2 il0 Spa• 7 5 PANEL -A PANEL: 42 clt breaker VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-51 Cu THWN & I. e6 Cu (G) in 1 1)2' C. OR 3. S2/0 AL T MN & 1- 06 Cu (G) in 110 C. Va. P.I. I eW D•wH Ron W.4 Onwl M.wt w.as D—A.ean W Pe Wln .12 1 20 5111A .w• 15W + 2 WN R•nip w 2 a A 12 1 1 20 M1,— I Haotl OFI 7SN 3 4 012 7 1 N m IAMNew. 04500 W.*HW. 25 2 010 012 t 20 . 1M0 7 5 012 1 20 Dinino RuoptuW AFCI 1500 0 10 12DO Oa . W' 20 1 N2 N2 1 20 BM OFIRw W +2DD 11 12 1500 Dehrah.OFI i0 1 N2 012 I 20 F ./H.A/ AFCI IND 13 14 MW Dy.GFI 30 2 1110 N4 + 15 am Rpm L.n.l & Dift U AFCI ND 15 7s 17 +S 1500 W.0.OFl 20 1 012 014 1 15 SO a OOAFO No is 20 1000 a.n Dow 3Fl 20 1 S12 4/2 1 N SW 42 S N I d.b N AFO 12N 21 22 1200 a.n /ExW.L%S Rw alw AFCI 20 1 012 23 u No l]en•fa Bwle AFCI 15 1 014 e 25 a ODD Om ft 6.911 n AFCI 15 1 014 27 20 1000 3Cr Oa. t>A 21 1 012 S • 20 30 low woo. —w. IT 20 1 N2 s as 31 32 33 u •. 35 35 3 e s 37 3e s w R 2 35 AIC k.1i 5 KVA N 05% 5120 30 40 41 42 S c• laN a• NaemNa Latin s.lewNm•IAne 161W 27]00 Lwaa ro dwn.M.M.a000—/lin. DomsMa r a u ns: ABBREVIATIONS: APO: ARCFAULTCRWRNTERRUPTER NC: NONCONCDENT LOAD ON: G !)FAULTNWRWPTER rwl Ipa ault•. to aen.na sot. 431M ' Rot+0000 vwm a 1OD% 100D0 It.naM •940% 13240 Told Ate 1w NN 10%bbbn h LOAD CALCULATION IS BASED ON NC MON-COINCIDENT LOAD L Cmnettaa Lwa W.ea 33010 7ab1 • TMI• I XO xaXa 1]r.7 General LighIng & R4De tsc6 Load TOW AN:s •n FW te72 Oh.wYIN. Rw 3 W IS.R 5018 Hµ•+• 1 et 65VMLi Mat 100% 155 TwA aw•rA & Rw 5051 Clasa Tolalwats G..W U. & R. P.nel A 6 635 5061 I I I _ L LED LIGHTING @ SINGLE LAV. a BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. ancitAL NOTES, ELECTRICAL MATERIALS A20 INSTALLATIONS SHALL COFlLY WITH ELECTRICAL PROVEIOW CF TFE AND ALL LOCAL POWER B. ALL CONDUCTORS SWILL M TYPE TMWTMW IMM NOW Cn4MWA USE. POWER OOPIPA TRMISPDIIRR TO I L I I I I 9 I I � I I I I L I LED LIGHTING @ DOUBLE LAV. OQNER S BATH S4AS CU, THAN .1% CU N 2' CONDUIT OR S AN . Ili OI N 2• COlOUIT. TO TERMNeTE ABOVE SORT • ehAIMMAMW COMNATION SERVICE ISO AM DISCONNECT SWITCH AND 0"40 V1 n ELECTRIC PETER N I P RAN Harm 3R ENCLOEI4E LO PANEL MIIUFIC! EaAFR1Wr NTIVISYSTEM SIONDINS TOMNAL AT LOW VOLTAOR CONECTCSM 1 +4 CU SERVICE GR UP0 CONNECTED TO CONCRETE ENCAMP FOOTER &TM PER ELECTRICAL P"WSICIMS OF THE BIGELA11i EQIIIOtlS]ODd MS" DIA X S Fr LONG COPPER CLAD GROHND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.Ebdeslgngroup.com AA N: 0003325 SEE 0cl0 StMDIV. & LOT,: ABBOTT PARK LOT #13 BLK #7 PROJ=T#5 04181.000-13071 >KODEIr 4EAB r'1672-ARIA17 GARAGE SWUM: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C I iI I I I I � I I I I II V N I li, I I I II • I II • � � I I II m O I III II I -- ---- I I u I i n � u i � i I I i yil0 L V. I III 36•xb0• ----" L V. SHM PAN 1/2' Is ,. I ��-- � e I � iCITGHEN L — — — — SINK tLV I ,,Cl 1/2' ALITO VENT i V. 1 1/2 � I 1 2' v.T.R r2 �-1la' 1/2' I TJB --- --- — rk ----- n I I I � I1�• ILAV 11/2' 3 ! 3' 2 -9' 31 -3' WASHER LAV. LAV. I. — — — 3 SHiLR � GA. TO MAIN 3 4' PLUMBING RISER PLUMBING PLAN SCALE: V4 a V-C' 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAY--407-774-4078 www.abdesigngroup.com AA #: 0003325 a A aunDIV. AC IAT ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 MODEU 4EAB "1672- ARIA" GARAGE ErRNG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED A$ PER MC 6TH EDITION (2011) MECHANICAL. BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2.3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. 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 MC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWMG FIXTURES SHALL 15E MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO E=AL AIR EXHAUSTED. t 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 (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC O O EXTERIOR WALL PLENUM ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER IOR WALL yVC CONDENSATE DRAIN LINE EVAP. TRAY yLEEVE TO LINES BELOW SLAB L314' REFRIGERANT LINES TO PLATFORM RETURNCONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3013.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 000 (� CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMF44N WB ROLL STRAP OR EQUAL 4' CONCRETE SEAS SECURE STRAP TO UNIT W/ 0) sSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 121 FROM STRUCTURE SCORATED NICKEL FIN. FLOOR COUNTERSANK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIMPEC (D LOOR SLAB CLEAN -OUT (TYPE FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPJ. NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION. MECHANICAL PLAN SCALE, 1/4 " I'-0' FNI 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PN: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AAA: 0003325 atMDlV S. LOT ABBOTT PARK LOT #13 BLK #7 PROJECT 04181,006-13071 MODEZs 4EAB "1672- ARIA" GARAGE S71ING: RIGHT PAGE: MECHANICAL PLAN %160 MPH XP. C .J3I1 /II 21, 8CA X: 1/4"=1'-0" j M1 2X4 TOP PLATE P AN 1 PRE -FAD TRUSS 1/2' CLG. BOARD U2' DRYWALL ��- SECURE DT. STUD24' PLATE TO SLAP W/ IOd MASONRY O.C. NAIL • 92' O.C. MAX $LAD FIN. FLR ITIONS SUPPORTING HUNG PLUMBING RRES AND WALL 'IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE TYP. INT. WALL NON-BRG. Dl SCALE: 8/4'.I'-O' FIBERGLASS SHNGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R5ftJ.1 ON J' ObB. SHEATHING OR } COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-EW3 TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I,-0. TYP. ON. ,5/8' GYPSUM INOR 1/2' NIGH STRENGTH CLG. BOARD ENERGY CODEFORMS ATION R-VALUES IRENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. Or— a, CMU 1/2' GYP. ILL. BD: WOOD BASE — -. - 40 sm 60 LW 1t IMGKa PM&OLN r as N'6M a- W. a MAN GAS LINE THRU HLACK Dt y''''' FIBERGLASS SHINGLES OVER W FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 030 FELT PAPER INSTALLED PER SECTION OR SYNTHETIC RWDJJ ON J' 0.88. PRODUCT, INSTALLED SHEATHING OR J' CDX PER SECTION R905J.1 PLYWOOD SECURED PER ON I}' O.SB. SHEATHING FASTENER SCHEDULE OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE ,-®. iYP. —REFERENCE MTI. DRIP EDGE 0'4' STRUCTURAL 2x FASCIA PER ELEVATIONS PRE-ENG TRU88 VENTED SOFFIT MTL. DRIP EDGE PRE-ENG. GABLE TRUSS 2x FASCIA PER WEEP SCREED ELEVATION 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY VP TWM 2 COAT - r'ORMAtD C!!NT FLAWW AFM 0114m LY TO MAaONRY APrRov FMW x Raft SY w rivacx T ArTROVAL fWQ 3 _GARAGE DOOR JAMBS D1 SCALE: O TO R.L rat 2X4 SPF 24' O.G. MAX SECURE V (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.IJ ON J' O.S.B. STIFFBACK AT ALL UPRIGHTS SHEATHING OR J' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRU88 TYP. MTL. DRIP EDGE PER ELEVATION ON 2x FASCIA PER IF CONT. 2x RAT RUN SECURED PER / ELEVATION STRUCTURAL DETAILS / VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION - 1/2THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED REFERENCE DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O,C. 1/2' GYP. WL. BD. CMU i— WOOD BASE 0'-0' FIN. FLRJ _ — 0'-0' FIN. PLR 0'-0' FIN. FLR — 0'-O' FIN. FLR a. a. a A W/ WINDOW OPENINGWINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING H TYP. WALL SECTION le NO OPENING NOTE: NO OPENING PER SECTION WS.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (1)1-STORY HIP BLOCK WALL (2) LAYER LINDERLAYMENT SYSTEM (K)1-STORY GABLE BLOCK WALL SCALE, 8/4'.I'-C' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-®' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 L441 N. RONALD REAGAN BLw, LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdaWgngroup.com AA N: 0003325 fill D b >lUDDIV. Aa LOT: ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 UODEI� 4EAB "1672-ARIA" GARAGE 8WMG: RIGHT PAGE: DETAILS 160 MPH EXP. C IN' n DATJ : 06/08/20 SCALE: 1/4"=1'-0" 11I D1 7w. 2)(6 P.T. • CENTER CP DOOR HEADER SCCURED W/ (U IR' X S' J-DOLT UV 4' MN. EMDEDMENT UV 2- X 2' X VS' W/bHER a NUT OR W/ (2) N' X S' ANCHOR DOLTS W/ 4' MK EMDEDMENT W/ 2' X 2' X VS' WASHER t NIT— Wl ) L12- X J-50OOR euOR seuN�l m M LT , I X S' J . EVID OR ANCHOR DOLTS, /V W MIN. R A NUT. ENW WITHIN N X 2' X Iro' W4MER t NUT. (V WITHIN S' Or TOP. (0 UTWN S' OP THE DT1, (!)EVENLY SPACED. ®1 1® go IIsr NOTES= ALL ANCHORS SNAIL DE N ACCOMANCE TO t'~ACT1RER'S INSTALLATION NSTR)CTILNS "RE SUCH NSTRUCTION& ARE MORE STIRMENT GARAGE DOOR 1 BUCK ATTACHMENT r LLo N •TO 8' CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR !'4X4' MIN. SECURE THRU FRAME i EXTEND I-Yl INTO BLOCK ❑ W/ 2)(4 TAPCONS (MIN. 814AW SIZE .46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y; WITHIN W OF EACH END i IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 A 11BiDOlf TO BLACK +3 4 OR +S 4 E= Kt . 2X4=m SECURE TO BLOCK W/ V&' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6=m SECURE TO BLOCK W)2-%* TAPCONS(MIN. SHANK S1ZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END i 8• CMU I8' O.G. MAX SPACING. K• DRYWALL 2X&= I'X4. OR 1')2' P.T. NAILER SECURE TO BLOCK WR-i(r' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 CA' OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE- SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-1 2" %1 LIIND0W TO BLACK +1-1 " ALE= KT . 2X4m SECURE TO BLOCK W/'1(r' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X IVOr— MAX SPACING.MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEPC STO BLOCK WR-)W NON-STRUCTURALTA (MIN. SHANK SIZE .145 EMBED MIN1 T E MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK cm MR EMBEDMENT 1 Y4) B' WITHIN 8' OP EACH END 4DR YWALL 18' O.G. MAX SPACING. Qr/14"X4* OR 1'X2' P.T. NAILER 2XD> SECURE TO BLOCK W/2-%- 36' O.SJ5. X 4' MIN. TAPCONO DOOR CASING (MIN. SHAK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN' EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' OTC. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1—IS/1¢" 1DI n IDOR TO 0ACK +1-18/ 8 E= KTA. 2X4=m SECURE TO CLOCK W/ i(r' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE- STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W)2-2){e' NON-STRUCTURAL Wo' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 e. CMU WITHIN 8' OF EACH END 4 K' DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER SE SEC2xbURE BLOCK W/J-II(e' CASING PTO (MIN. 8HANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ttACH TO 2X PER WITHIN 8' OF EACH END i MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 u 1NNDOB TO BLACK +2,1 4f E= KT . 2X4aa SECURE TO CLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END i NOTE= STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X X bm SECURED THROUGH SECURE TO BLOCK W/2.)6'N0N-8TRUCTURAL V T TAPCON MIN. I-Y4 (MIN. SWANK SIZE .145 WA K EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENTIY4) DRYWALL WITHIN 8' OF EACH END 4 E' O.C. MAX SPACING. 4' OR VX2' P.T. NAILER 2X8® r SECURE TO BLOCK Wn-%- TAPCONS DOOR CABINCASING(MIN. AN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END i ATTACH TO 2X PER IB' O.G. MAX SPACING. MANUFACTURES DETAILS. MT., «r M NODW w'u..,Ur. roo.or OICmi,{'! DOOR JAMB TO BLACK +3" E SCALE= KTA 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18. OG. MAX SPACING. MUST DE ON OUTSIDE i 2X4m SECURED THROUGH SECURE TO BLOCK W/2-TV NON-STRUCTURAL i(e' TAPCONSIMIN. SHANK SIZE TAPCON MIN. I-Ys' J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CM 8' OF EACH END 4 JI• DRYWALL 18' O.G. MAX SPACING. 2X8=m VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-i(.' 2X SECURE TO TA ICONS(MIK SHANK SIZE STRUCTURAL MEMBER 145 W/!2)I2d WITHIN 8' OF EACH MIK HEAD SIZE 300 END t 6' TO 8' OZ. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END i DOOR JAMB OR WINDOW 18' O.C. MAX SPACING TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3" T. AL11DLDON TO BLOCK +3" ' E= T . 2X4m SECURE TO CLOCK W(Y4' TAPGONSIMIN. SHANK SIZE t45 MIN. HEAD SIZE 300 MIN EMBEDMENT 149 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MST SE ON OUTSIDE 4 18' O.C. MAX 8PACNG. SECURED THROUGH 2Xbm NON-STRUCTURAL TNe' SECURE TO BLOCK 01.1/4' TAPCON MIN. 1-)4 TAPGONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 900 • cm MIN. EMBEDMENT I Y4') • DRYWALL WITHIN 8. OF EACH END 4 IS' O.C. MAX SPACING, X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK W/1-1/4' )6' O.SA. X 4' MIN. TAPCONS (MIN. 814ANC SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. Igle, MIY Imp TO M1Yf lY� (OO ttl1 CCmi#') DOOR JAMB TO BLACK +3-7/38" %ni 1/DiDOIf TO BLACK +3 3 /18' " SCALE= N.T.S. 2X4m SECURE TO BLOCK W/Ys' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE= STRUCTURAL 2X 18' O.C. MAX SPACING. MUST DE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL NON-STRUCTURAL Va' TAPCONS MIN. 144' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I )e4') 8' CMU WITHIN 8' OF EACH END t Y)' DRYWALL IW OTC. MAX SPACING. PX4' OR VX2' P.T. NAILER 2X8m2 SECURE TO BLOCK WA 1/4' 11P.T. X W MIN. TAPCONS C'S� (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1, DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t "—ATTACH TO 2X PER 10' O.G MAX SPACING. MANUFACTURES DETAILS. NOTE= SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4' H TO +3 3 4' ALE= N.T.G. 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-174-6078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 �o sU BDM ac LOT: ABBOTT PARK LOT #13 BLK #7 PROJECT#I 04181.000-13071 MODEIA 4EAB "1672-ARIA" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C 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 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2027 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IKO SHINGLES 30YEAR 2017FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com L AA N: 0003325 till m Blumty ac LOT: ABBOTT PARK LOT #13 BLK #7 PnOJWTp 04181.000-13071 MODEMA 4EAB "1672- ARIA OAIII"18 SIVUM: RIGHT PAOJO PRODUCT APPROVAL LISTING V. 160 MPH EXP. C OLMOLD AYWO"IR.A on I "IL4 0 L-.AAA. FT. A 2. fAAU"Fn. 8 • CAKAU • Pr. C OLlCLD NWO"R.A zasw.res a s z aEAAE " rr. t .s Acrr.0 aro PLC ONW Ir. a TLL Fr. C Tacbm r Dori LANIA "-""� aATAR TaAR UAL POLO. QQ yaarr. K 3 COAT CEMENT 9! rRMM U Ur A COAT FLAs,Err raw � wTAu warao ILAAl1lIA AT aCTror+ Q RLC! � WAIL n,Twac,ww ® KIC KO UT DETAIL "Tom mw UAL n o OR AoLow oa rnr am WOOD SHEATHING OR CMU WREN LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WRIS 1 TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER - -...... - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdoWgngroup.corn AA#:0003325 tl ass r 4A w 1E 0 g$ w ABBOTT PARK LOT #13 BLK #7 PROJECT* 04181.000-13071 MODEIa 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 17 a � 06/08/90 ECALE: 1/4"=1'-0" 8HEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO LURAP) LURE LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION Ri031.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH• — — — -I L� PIPE THROUGH WALL 6' SELF ADHESIVE— FLASHMG (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'GNACK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD k VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARSER 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 "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS 150K APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE .0. FELT-PROVI' SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 t OA II aw1111 si �I SHEATHMG WRB LAYER 01, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STR,IGTIRAL MEMBER • V O.C. MAX $' TO K' MID-0IALL f' =a STRIP SELF ADHESIVE K AGII CLEAN MASONRY D6'ORE APPLYING V FMIEH • 1A60NRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER "I, STUCCO WRAP CUT 'X'INTO SELF -ADHERING MEMBRANE PLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #2 WRB LAYER h, STUCCO WRAP APPLY 60 MIN MEMBRANE FLA GRADE 'D' FELT MEMBRAMBRANE FLABFIING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ::;........ `WRS LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH V��j STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:4077748078 FAK 407-7744078 wwwAbdosigngroup.com L AA B: 0003325 Pi 94 RI IP BUDDIV. Ae LOTBBOTT PARK LOT #13 BLK #7 ROdE # 04181.000-13071 MODRU 4EAB "1672- ARIA" GARAGE DWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO LF-ADHESIVE FLASHING - - - - - k2v2'k CORNER BEAD (FASTENER 4 SPACING 0 1' O.C.) CMU Bib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,� p�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 kk b O atMD:v & LOT ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 MODEIa 4EAB "1672-ARIA" GARAGE 87RNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C BEYOND °'Crt°" Y— WOOD GHEATWM EWA0x1l�IER ^ENeTIVEDPWEATHER �66VE LAP ewa \ \\ \ OnPLN2RAp a 6 ADFRIlRl6 i �\ WEATHER R41WER �616TIVE 6TARM 6TRIP DARER R�E816TIVE Loa PLASWM \\\ y RM6 — ' GALVV METAL ,r PLAeN6G 'D METAL T FLA N2 R. MOOD TRIM MEIMEER / � .` / wo x % ool MLMCLR I s'^ tRM RD AL *AP WCALLK04 SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE_ METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO UJRAP) U)RB LAYER 62 (FORTIFIBER — — • — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.eom AA 0: 0003325 ^A wJQ eUBDIV & LOT: ABBOTT PARK LOT #13 BLK #7 PROJECT* 04181.000-13071 MODEIe 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 1V8' TEXTURED FINISH • wom, V2' TEXTURED 2x6 SUB-BANt) W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE d� I� 1/8' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED � FINISH o CMU METAL FASCIA \� WRAP Ye' FROM STUCCO, I- FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \� PETAL FASCIA YAQAF' 2X6 SUB DANDJ 71Z ©FLAN B \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \\ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) \ ;1/0' TEXTURED FINISH `\ / WOOD, 1/2' TEXTURED FINISH a CMU 2.6 SUB -BAND W/1'x4- NOTCH o J I END, WRAPPED IN PEEL 4 STICK " ��� OI METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL IME OR CMU T 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/tYx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 'A. x x x x x x x x x x x x x x �4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2.x4 'x4'-O' x x x x x x x x x x ; ' = DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS 6'-8' x x x x x O.C. MAX. ONLY FOR WALL OFF x SET OF COMPONENTS) 2x SUB -BAND W/%"x4' oo NOTCH • END = ', METAL FLASHING, WRAPPED j MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/%'x4' NOTCH L AN APEEL��KD IN ©I DRIP EDGE EXTERIOR WALL -ROOF CEMENT +� (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK— OUT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com AA •: 0003326 8 kl If ilddld 9vsDM 4 LOT ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 MODELc 4EAB "1672—ARIA" GARAGE DWENG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH FpV. C D wJ� 06/08/20 SCALE: 1/4"=1'-0" S WA6 CONIC. .AB ^v TFM-12X18 - I— FM-12X12 4" CONC. I� SLAB i� i *31/2 F-2024 I 9'.6" 2'-6- ' — 10 'r Irr FM-12) rig I 4" PVC CHASE J� r �r i ;- r� I�0" YTOP�OF r r 4 I SLAB ! 1" PVC CHASE FOR ELEC. r�r cxi i ISLAND rj LL i �r %r I 19'-0" .; I 4 m I ;p z as Y EXTEND I SLAB 11/2' TE1— I — — — — — — — — —— I +-51/2 I I I 5 I .I I �I Lh 14 W LL I I. ,,, EXTEND O 2 FM-12X18 SLAB 1 112" h CONIC. 8" (4 • I ( SlA6 w 6" I� I a�I 3,d" JJ) *31/2 ILL 2 I i 1 FMC-12X78 FMC-12X78 IL 71/2 1 1. FM-12X18 .1— J 4 4 1.1 — — FM-12X18 1' — — — — FM-12X12 LLL FOUNDATION PLAN SCALE: 1/4" = 1'-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #6 BAR, MINDICATES #6 BAR,BNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 1.500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 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, 6tb EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/7' 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 FW12x18 12" CONTINUOUS 18" - (2) #6's - (+KP-0" FMC-12x18 12" CONTINUOUS 18" - s #51N CURB VARIES F-24x24 24" 24" 12" s FM-12xi2 1T CONTINUOUS 12" - (2)#5's TEA 8" EE PLA 8" - s 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 q K EVHDIV ee Ir01': ABBOTT PARK LOT #13 BLK #7 PROJECT 04181.00 -13071 MODEIa 4EAB "1672—ARIA" GARAGE DWING: RIGHT PAGE: FOUNDATION PLAN %160 MPH EX. C 30' MIN. EACH WAY — MONOLITHIC FOOTING } ° d Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v — Q a CELL SEE PLAN FOR SIZE AND p CE LL SEE PLAN SIZE '�D - .. o c°• } SPACING REQUIREMENTS_ SPACING REQUIREMENTS t I. w m U w _ IQ... '� �'- T'�... GARAGE DOOR w RECESS o]� �a..1fFM O Q •' g? Ij W 8" CMU WALL O 8" CMU WALL ° CORNERBARS, SAMESIZE I gp W � • Z _ 0'-01LAB N EACH o °� �//WITH w = V +- 0'-0' 9 B,T WAY AT ALL CHANGES IN DIRECTIONS >� V) TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS Ir MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • aBAR PORCH SLAB SEE SLAB SCHEDULE SIZE 48 BAR DIA. 4" CHAMFER(1STORY) #3 18" EXT. PORCH SLABW/12"ISOLATION EXV2"ISLA6" - V RIES SEE SLAB SCHEDULE TOP OF GARAGE 4" STORV) I . CONTINUOUS STEEL MONOLITHIC oEXT. FOOTING REINFORCEMENT SEE SCHEDULE �' SONRY UN TS SET 70. AT ELEV: ._• 6" CHAMFER (2-STORY) CHAMFER (1 0'-0"JOINT (WHERE APPLICABLE) Z #4 P4" SEE SCHEDULE #5 30" APPLICABLE)f CHAMFER (2STORY)JOINT(WHERE EE SCHEDULE UAND WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 38" WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY BAR QUANTITY NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), ONO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE.3/4-1-0 @ GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 314"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" —may AND NAIL W/ ISd COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W w I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL N SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j N NEW REINF, BAR No 2 STUDS SEE PLANS FOR SECURE B7. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED Wl2- PART SPACING. SINGLE BTM. PLATE / 2" 112WWASH BTM. PLATE TO BE PT. W�FLANGE 0 BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP R SET IN HIGH WASHER SET IN HIGH STRENGTH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO b d_ F% UNO O FOLLOW ALL MANF. PLATE EPDXY 5-12" EMBED. MIN. 18" OC MAX.ADDITIONAL SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ih D: SPECIFICATIONS FOR v) SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE METAL SECURE FLANGE TO m I USE AND F=- PREPARATION OF ANCHORS WI 10d x 1 12" CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4) 1/4" X 2 1/4" U HOLE. COMMON NAILS FILL ALL N rn UPLIFT IS PRESENT. TAPCONS W 0: HOLES, DO NOT USE 10d W w -� x 3" ccSEE SLAB SCHEDULE 0: SEE SLAB SCHEDULE 9�0 cr *40 TOP OF SLAB 1__� .. OF SLAB 4" CHAMFER (I -STORY)° •'a„�� •_—^ 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ. SCHEDULE FOR WxD, BAR SIZEFOR "_--SEE WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BCALE:3/a"=1'-a' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SOALE:y4""'-0" (W/UPLIFT) 8 60ALE:34""'-0" (NO UPLIFT) SCALE:3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2a20WS, 4" 0/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 p BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL m w !) , 16" 0/C STAGGERED. ADDITIONAL METAL a CONNECTORS NOT REQUIRED WHEN NO C y O 8" CMU WALL UPLIFT IS PRESENT. ? +- 0'-0' POURED LINTEL CONT. (TYP.) '" 8" CMU FILLED CELL (TYP.) TOP OF SLABre" SEE SLAB SCHEDULE 2X WALL FRAMING .I• SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0' Z z o MINIMUM EMBEDMENT INTO TOP OF SLAB .a • "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m ° •. CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .!SrT . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I, 'r COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL OTING AND COL. PAD BLOCK WALL CONNECTION 3/4"=V-0' (NO UPLIFT) SEP SCALE: 3/4"=1'-T 11 SCALE: 3/4"=V4)" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgngroup.com L AA N: 0003325 q Y Y q a • now, 0 avaa:v as LOT ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 UODELA 4EAB "1672-ARIA" GARAGE SUING: RIGHT PAGE: DETAILS 160 MPH W. C 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosipgroup.com L AA 0: 0003325 SVBDIV. Aa LOT ABBOTT PARK LOT #13 BLK #7 PROJRCT* 0418 .000-13071 MOaar.9 4EAB "1672- ARIA" GARAGIC DWING: RIGHT PAOffi: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELE Z a N <I 0 CLEAN OUT REQUIRED Q FOR INSPECTION ca e «I - 0'-o FIN. FLR. TIE RTICAL REBAR e TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 48 BAR DIA. Z_Lu #3 18" #4 24" M U #5 3P' #6 W, #7 42" HORIZONTALNERTICAL REINFORCING (D - SCALE: 3/4"=1'-0" � STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND L �W SPACING REQUIREMENTS U � J 0 N Z 8" CMU WALL < TOP OF SLAB n - TOP OF SLAB (ram.—y " SLAB Z v SEESCHEDULE llI�lLLLL 2 d e e EXT. PORCH SLAB 4" CHAMFER (1-STORY)io . v e 1/2' ISOLATION 6" CHAMFER (2STORY) U JO JOINT (WHERE � � APPLICABLE) Z MATCH STEELREINFORCEMENT6PVC M#71 CHASE PER SCHEDULE 8"PVC CHASE THRU FOOTING THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 314"=V-0" #5 BARS no ,. 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 t w 13 b aa6 08 st7HDm at LiOT: ABBOTT PARK LOT #13 BLK #7 P1toj=T# 04181.000-13071 MODEL& 4EAB "1672-ARIA" GAP."E SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 100 x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd 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"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM O'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE88C.WWTION REMARK 1Q (2) 2X8 BEAM SCHEDULE ENZOM 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 (�) W,XH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS G1Ne-o— SAFE LOAD - POUNDS PER LINEAR FOOT *--*a— SAFPL OAD Y'�•�Y'�^TYPE SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 1IRM W121M m#4# n#N EW40 rase r330e TYPE LENGTH 6U6 RCMU LENGTH IFf-IT rs3T W12-IT Brim sutr elect no-tr en6N W24-IT ensa7 WAIMT 4e82'7 I e1:12-/r wasm Ma rate Nta/e wan 6 A49 snt-te ews/e ewsw 14r (42•) PRECAST '12H NO 370 Ewe NN aN NN I= V4• (42) PRECAST 1025 1024 48S 3'4' (4r) PRECAST III*MM 36N ON NO as Im NN 460 Otis 7647 6N4 7Nw t76N Im 3N6 am 4N4 an as ?w 4'0 (48') PRECAST 1680 fat sm Ne No am Im sw7 4,d„ (46") PRECAST 766 763 1300 r4• (46") PRECAST INS NO EOM ale Nm NM mm4N6 sia 7N7 U74 INN IIsN IIIN 23M 301) 3616 ON NN on N-r64 PRECAST 1QE6 wM 2110 fat- Em 4r6 e1M m4 4d (6<') PRECAST 682 691 1073 4''6" (64") T IN? Nw JIM Nm 400 4711 am( 77N 4375 8113 76a am 1084 1feN 1a7 NO VV 36w Na 4wt Nm 9i• (6P) PRECAST 1217 IS* 14M wM 8N 3I8 3N0 42M Bi• (64� PRECAST 411 411 746 Bi• (S4') PRECAST ww 171 22M =N NN Nw 4622 IN3 3m ON 7N7 101 tae 1716 2m am NN Esa 4!N 9-17 (T0') PRECAST 1062 17N /tm tat NO NO 3000 34m 9-17 (70') PRECAST 810 3� ete 6'i0' (70� PRECAST m IN7 9m 3107 NN 4103 14M 2m 4m 7,N 7101 pM m ,W No No 3,m No an 84. (�') I= mr wN Sow sm7 4N3 6Nt 8'd ( ) PRECAST 6D7 721 460 T4' (767 PRECAST m , aN am INS 2171 fa0 an am tme(.1 NXI m MV Im MN 2m 3M1 3712 T4" Mn PRECAST 743 toll 17a 2N2 2a6 8M am NO r4" Mn PRECAST 424 634 863 r4• leD') PRECAST 7N 1 i a27 NN tat Im fat aN Nsi etv am 7N /2N tm eN Na nu Ne V-4' 11 PRECAST ( 1. 554 m Ito tole BIN f4N ew Nu WW (112") PRECAST 320 612 230 64• (11r) PRECAST m 7N t WN t MO NO m Im tea am fill mo m m Isis tea Im 2134 am 1T4' (12" PRECAST 475 m NO Is17 N" f7N 2ws 26N I" (126") PRECAST 284 401 180 10'4• (12r) PRECAST NO 6m M. 11M 1 7 eat 6a Iola INS NN 2M 4m4 NO ON ,sip 1Im IM NE 8N 114• (13T) PRECAST 362 M2 W Im Im NN 3Is7 NO 11'4• (136� PRECAST 260 462 154 114• (IM PRECAST bm 3N No toN W4 7m3 m ew 13M INe NO 3m7 4aN m / Ism me sip 12-0' (1447 PRECAST 387 6w 6m 12H 1N4 2/N NO EN2 17-0' (744� PRECAST 214 402 19T 1Y-0' (1449 PRECAST 470 40 7N N3 t t INS 6r em IsN I6M wN NN 362 4m m sw im t tsiep 8m 1184' 1 ( 60y PRECAST 286 4w m6 Im 148 iM 8w 88 1Yi• (160') PRECAST 217 S?A 110 18'i' (i6D') PRECAST 4Is m m 736 N4 7 IN3 m IN "IS 140 an aw NO bN Im m NN w IsN ir4' 1 ( PRECAST 27B 4N 7N tact 7fa /sn wN 2N0 If-W (18" PRECAST 2D6 288 100 W-(r (766n PRECAST us a NO 84 m IsM M2 1N t0a sir 1M7 2m 2m 410 4m 717 ,0N Iw ir4• (176� P N.R rw NR tN m Me Mt Me 14'4• (17T) PRESTRESSED Nit 284 91 IV4• (17n PRESTRESSED m IN 1N m w see em NO m m 1131 1734 4N M Ism IOU 8r 2W 2w2 lei• (184� PRESTRESSED NA Nit NitNR 7N 7N m wMt 164• (1841 PRESTRESSED Nit. 20 83 1ai• (1841 PRESTRESSED 2N N) si3 30 4N ae ® m IN a1 low. INS m tNo 173*1 am 1 820 ta3 1ri• PRESTRESSED N.R MR 1R Mt IN Me Me M4 tri• (2669 PRESTRESSED N.R 194 64 tri• ( PRFBTRESBED 7N 112 m 3N 46 IN wm 740 IN Isw m(20T) 14m fN so NO IsN IN, few 2N7 79i•4 PRESTRESSED N.R.N Mt MI NR Mt N, Mt IVi' Mr PRESTRESSED N.R. 748 52 1S'.r (m PRESTRESSED fa tN no m 3w 48 N7 m N/ Nt N7 747 12V m 4a m low12M Isis 1718 214' (266') PAfiSiRESESD N'R' Nt Nl Nt NI M7 Mi IR 21'i• On PREST1 NR 125 42 214• Mn PRESTRESSED 7N w4 ab IN 307 m 310 N7 4N m NI M. NO I- IN wNe w1114 an 1401 27-0• lzs•9 PIffiSiRESBFD NAtN IR MI 4N MI MRNt PattN �� � PRESTRl11� NR 116 40 22'-0' 0 9 PRESI 1N w 3N m • 376 a3 4a WIN eN M3 m M 376 m7N 1047 tab ,7N 2{'4' PREBTA1848ED N.R iN xR Mt 1N Mt Mt Ml 24'-0' � PRffii� MR S1 33 W4• Wn PRESTt�ED 1N IsI /m a2 ai 31e 3N mm 410 ON 4a 7N N7 m 1a !p 4N mm N4 tool w8 (#) 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. -ALLVALUESTAKEN FROM "SAFE LOAD TABLES' BY GSTCREIE LAY 2015 EDITION -PRECAST PRODUCTS BY OTTERS TO MEET OR WMED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFMATK*A-PROVWE MINIMUM O OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 1"128.03 ---------------m--- m------ m--mm--------- mmmm o-- GT LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0". UNO. 8RF14- 1 1 �, 1 1 1 1 1 1 1 1 1 BFt6-1T/OM/OB 1 8F8- 1T/0M/OB L--mm--------- a�:::::3`----- LIFT BEAM PLAN SCALE: 1/4" = V-0" r � I I L — — — — — J 8F20-1T/0M10B 1 1 1 1 4 1 I 1 1 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwwabdesigngroup.com L AA N: 0003326 !;4A qs mo aUDDIV ae I4oT: ABBOTT PARK LOT #13 BILK #7 1pnon=T# 04181.000-13071 MoDSIa 4EAB "1672— ARIA" 0ARA43S OWING: RIGHT PADS: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR WI30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK6. 30" TYPICAL #5 BAR IN BOND BEAM CORNER EINFORCING OF BOND BEAM SCALE: 3/4"=1'-O" (Di NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"XB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 00 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT, OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. S"xl6" �P S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ O / PLACED. THE STEEL REINFORCING FOR COURSE OF BOND BTH BOTTOMEAM IS TBOND ED AND BEAMSTTOEL IE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 8" UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �5' F� 8x18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM '\Q EACH COURSE G 8x8 BOND BEAM TOP OF OQ��\N W/ (1) #5 BAR .`. BOND BEAM7' F FILLED WI GROUT I .�\\O U = UNFILLED GROUT SOLID FROM TOP .p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 \� 16-1 T/ 1 1 V I/ Bx8 PRE AST CONCRETE NOMINAL�� LINTEL W/ (1) #5 BAR (L2) HEIGHT # OF #5'S, TR LENGTH OF BAR = WIDTH OF MASONRY 6 OPENING - 2" IT IS THIS ENGINEER'S INTENT BONG BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-iT/1 FYOB INDICATES ADOUBLE BOND BEAM #OF #55, BOTTOM 8x8 PRE CAST CONCRETE SCALE:34"=1'-0 ANDXFXX-1TNM 08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) EFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - ITI1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- iT/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD IZE.300 MIN EMBEDMENT I AT LOWER ELEVATION WINDOW 114'16" FROM EACH END AND 18 O C MAX. #5 BAR BENT ASAS SHOWN EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK PRECAST .`a 1' SIZE.145 MIN HEAD SIZE .300 WINDOW Q MIN EMBEDMENT 1 1/4-)g- 7p. SILL g FROM EACH END AND 1B" SLOPE O.C. MAX. MIN 1-114" 9 3 n EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT ALLOW SHANK SIZE, 145 MIN HEAD BAR TO PLACED IN SIZE MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM - FROM 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ /7/16"OSB EACH CELL HOOKED IN E 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU TOP BOND BEAM E EMBEDMENT STANDARD HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE:, 5 -0 SCALE: 3/4"=l'" SCALE:34"=1'-0 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER 1 e� EL�O I BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I II / 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR AT EACH SIDE SEE PLAN, I) / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7SCALE: 314"=l'-O` SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdWgngroup.com L AA #: 0003325 h WW ID MO aUDDIV. ec La P ABBOTT PARK LOT #13 BLK #7 PROJECT* 04181.000-13071 MODELa 4EAB "1672-ARIA" GARAGE 81IING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W1(8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIGA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @. 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO N y✓� U U c8'i BRACE TOP OF WALL. CJt —v---x---n- I q — q � �� � �I � EJ7 1 CJt CJ3 p x"111g pr =AlACH14'-0" I I n" x u ng u x x n n n AIG /A9.G CJ3 CJ5 I=: a x 0 2x SCAB TO1A l u TRUSS W/ 10d NAILS @ 6" O.C. u (4" FROM EA. END) CJ5 GT1A , a vet : aa� �� a:� a mYnae s a a :asc a 6 a ®..�{G aa�e mme�lLmmdmm.®a ammal.amma as:�:a�saaa=.e�a :mm�mma(:.ame mm::�sey�amm. C1 II II mmeae�amm.mma�e aa�Lmmaaa_a saaaaiamma�aai_aaasa.a 1 � ti� aaev I ae>eo mma mm amm •mmeae:a :a oU II _ 00 mmaal.aaasaa�aL.mmeae�6 almmammaee.L.mmamm.eLamma (� g m"mTED RODF I aea�a a ®mm�Q.O.�I a�mm.®aaaaa}:mma�aa�seaa==s a� I II aaee_a�II aaa>saa®a Ja�a�ae�II ammee®aeLemma I�aa�aa®I6 amma�Oammammsgesa:aa®p ��®a�avoy�. mm. mm.a�amma �a �a a Jiemm a�^L�,A e, �� .mmeT.mm� 1lmme �>/aa�aTa�. .ems. �.mmemme�.mm.mm� 1e�amm.�.mm:mm.�.mm.Q 1A 3.1 e�.Tamm.mme�.mmemmr ,mme_.e�.mm._.T._a .mm.Tamm.mma�.�emm .Imm.�ea.� 22" �aeremm. A2 C I ammaee�ammamma .mm mm mm.aae 4 A�� SI-®J. a®. A3 a A4 as®eea�,ammamma�e a mm�mma aa�.mma.�..�.�aa>=oa aaa:.aavea .a mm�aes.mm mmaaaaa.aaamm: AS A6 :mme�amma . to 1 A7 to 4 - - GT A8G amm. e 07— A w q I -� O_ �� 1; n n a x x u .1 @n pq fp' 1n� gp =mm A II N I U II p CJ5 CJ3 4 to 1 e,�>♦ -I�d Y. x 1A Y N N I EJ7 p 4 CJ7 6� 8 7 w , FRAMING PLAN SCALE: 1/4" = 1'-0" c3 c3 c3 'v- 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.aUdesiBngmup.com L AA #: 0003325 b ty a1MDIV as LOT: ABBOTT PARK LOT #13 BLK #7 PROJECT 04181.00 —13071 1 omia 4EAB "1672—ARIA" OARAGE SWING: RIGHT PAGE: FRAMING PLAN %160 MPH EXP. %Cff ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOFANALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA76 TRUSS ANCHOR WITH (9)10d x 1 J" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFMALL/FLOOR SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x HTSM20 W TO 18d x 1 NAILS TO TRUSS FASTENER SCHEDULE" x 1 NAILS TO (9) 10dGIRDER. MAY ADDED E 8", 8" x 4'-0NAILS, TRUSS AND (4)1/ x 2 1/4" DBL STRAP, /EACH SIDE WRAPS UP AND DB , GIRDER. PROVIDE 5" R WI 10d NAILS, 2 ROWS, 3" O HORS' TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION ADDITIONAL PLY MAX. TO (18) tOd x 3 }'NAILS TO GIRDER AND 8", 8" x 4'-0" MAY BE ADDED WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT CONNECTOR TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 18d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL W/1010d TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS {1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) x 5" TITEN HD TO CMU AND (12) SOS TRUSS AND (4)1/4' x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 }" TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5-TITEN HD TO CMU AND (18) SDS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) MASONRY BOND BEAM GALV. COMMON NAILS ,2" O/C BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (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 = 8885 LBS (2 PLY MIN.) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c 5_' TYPICAL ROOFafi MISPLACED EMBEDDEDTRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c 3 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1- TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 112" DIA. DIVIDED ANCHOR BOLT W/ 2" 6'-0" MAX /1X4 M/ ) FROM CENTER O ENDCE . WASHER SET IN HIGH ,2R 10'-0" MAX (W/2X4) 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 20 SECURED W/ U 0- MAY NOT BE (2)10d's @ EACH TRUSS REQUIRED TO BE INSTALLED 0 10-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. 1x4 BTM. CHORD BRACING 6'-0" OIC END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF SECUREDHORD DEPICTED SEE PLAN COMMON NAILS AT EACH �1 BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING ` PRE-ENGD TRUSS SCALE: 3/4"=1'-0" NOT USED scALE:3/4"=r-0" 5 NOT USED THE USE OF ALTERNATE MATERIALS MAY BE 4 NOTCH DEPTH 1/4'D "USED SO LONG AS THEY CONFORM TO THE FOLLOWING DOUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN 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 HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE w THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10AOR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. HOLE DIAMETER < 3/5•0 OBL. STUD STUD NOTCHING NOT USED NOT USED �,�ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1-=1' 0 9 10 SCALE: 314"=V-0" —i 1441 N. RONALD REAGAN BI L0NGW00D,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdoslgngroup.com L AA #: 0003325 J OO aysDm as LOT: 14 ABBOTT PARK LOT #13 BLK #7 P1tOJZCT# 04181.000-13071 MODZU 4EAB "1672—ARIA" GARAGE awtMa: RIGHT PAGE: DETAILS 160 MPH EXP. C VTCR SPACING (1) AT EACH END �iytiy 2x4 BLOCKING BETWEEN TRUSSES VTCR AND V-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3)'X" BRACE PRE-ENG GABLE TRUSS Illlyi5 1y 11 (1)" V BRACE @ CENTER "X" �\ 111 (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAN FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) I lol pl PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR Il. SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24` O/C, W SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV.COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" 0/C AND APPROVAL SECURED W/ (2)12d's @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � SCALE: N.T.S. O W/ HIP RETURN SCALE: 3/4`=1'0 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-V' O.C. (AT O PRE-ENG'D W000 SHEATHING SEAMS) (BLOCKING TRUSS (TYP) (1924" O.G. NOT SHOWN FOR CLARITY) MAX D 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK - W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdealgngroup.00m AA #: 0003325 Ngil atmDllv. a. LM ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 MODEU 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C GABLE - ETD NIPROOF ROOF WIND DESIGN PRESSURES ZONE 1 =ASCE 23.79 PSF I. S) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DMLPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ENO. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE I NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR, SHANK Sd RING SHANK, 21/2" 0.120" 170.000 RING i6-20 RINGS SCREW SHANK ER INCH) Bd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 6 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES . . . . . . . . . . . w" (9) J Z N z0 a W Z S U i" of Em TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS RrX1P SHEAPATHING ROOF SHEATHING LAYOUT aAND ENDWALL BRACING GABLE EAR FRAMING C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 210 SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.6,.jN FIELD J} GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6M EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -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 SWILL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C33. MAXIMIMAGGREGATE 80 SHALL BE W. PROVIDE S%WR ENO6WffD CONCRETE EXPOSED TO EARTH OR HEATHER NOW�EDARING WOOD WALLS TOP PLATES 8 STUDS CAN BE 3PF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CKA FERED SW. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 5-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIASS-ON-GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD =1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 51NCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2% STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0- DID, 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 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS' W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 WAND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEERS REVIEW. 20 psf TOP CHORD -Rocca -M 10 psf BTM CHORD -I oiR Ia nt TYP. MIN LAPS SHALL BE AS FOLLOWS: W BAR - 25' ife BAR - 38' DEADLOAD 15 W TOP CHORD (7 psfw/ ASPHALT SHINGLES) 10 p9f BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Op9f DEAD LOAD 20 p9f TOP CHORD (10 PIT w/ No GYPCRETE) 5 Paf BTM CHORD BALCONY LIVE LOAD 60 p9f STAIRS LIVE LOAD 40 p9f R5 BAR - 30" Y7 BAR - 42" PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS* BY THE NFPA. TRUSS DESIGNS SHALL B SIGNED E AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION%AND "TPVWTCA SCSI 1- COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED -160 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, ROOF 5 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY S ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FD(ED STAIRS: 30p9f, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50p9f, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VOEHHIICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 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 70 THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CIO, GRADE im = 1500 P31. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SMALL PROVIDE A MES 3000 PSI AT 28 DAYS, UNLESS F MINIMUM COMPRESSIVE STRENGTH IO MOF ES S DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED INMIX SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S'TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 PEI, FOOTING TYPE 'M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND IWO MODIFIED PROCTOR MAXIMUM DRY DENSITY. DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O, CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy a 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE M%PRNM TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUM SHALL NOT EXCEED S' N- PRIM TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C-04 OR MEASURING, MANG. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER E ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REOURED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FWNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDVR WEATHER 1.1 /2" FOR A6 AM3 SMIALIER 2' FOR IS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1Q" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER .—ON SUE iVPE SPACING REIMPo(9 AFPLICA1pN SQE HYPE 9PACXC REMAR49 14 PT FURRING TO CAEEHARDENED COIL " .—GE DOOR BACK 11A'pIA. TMCON MA90N1Y 11?ENEE0,4"END 019T., MA9�IRY/CONC. NAIL 11?LONG. TO MA90NRYICONC NO WIENER FASTENER 11?EDGE DIST. SGD, &. EXT. CASE HARDENED COIL YO•C WMDOWIOOpL FASTENED GAMGE OOM BUCK 1?DIA.WI E%PAN9K)N BOLT RI'OIC f'EMBED.. 1' ENDDI9T., l.PT,EEENOTE9 NAIL 11?LONG. STAGGERED INTO MPSONRYILdIL. TO MA90NRVIWNC. WASHER 3"EDGE OWT. wNoow aua cASE NARDElED cos rac WINoowimoru FASTENED AETALBTRAPTO CONTACT THIS ENGINEER FOR SPACING '-T.—NOTE. NAIL 11?LONG. —.EKG NTO MASONRVICONL. MlWF 1CONC. REQUIREMENTS EM.SWING WOR (1)11901A TAPCON' 1} 11?EABE0, 9'ElD, NONBFJUUNG WOOD IZ IXPA - PEAx1ED."END IA"� BUCK h PT,EEENOTEe NO— FMTFER OIST.,11?EDGEDIST, WALLTOCONG.9LAB W/WASHER BOLT DIET., }EDGE DIST, 3 PTWwDOYI BULK 0.13} PAF a21? 9" OIC f END. DIET,. 11? PT T09TEEL WL., SEE y(/WASHER STAGGERED EDGE DWT. NOTES NOTO 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. . N. RONALD REAGAN 13LY LONGWOOD, FL 32750 PH: 407-7746078 FAX( 401-7744078 AA 15: k M C � Q 5 SUDDIV. &c HAT: ABBOTT PARK LOT #13 BLK #7 PROJECT# 04181.000-13071 MODEIU 4EAB ° 1672- ARIA" GAGE awsxG: . RIGHT PAGE: DETAILS 160 MPH EXP. C UN% 06/08/20 1 SN1 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I