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Home My WebLink About35647 Stella Vast Dr990 99 -4EAB-ARIA HOMES 12602 TELECOM E>Ff1VE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 U ALL WORK SHALL COMPLY WI CODES FLORIDA BUILDING rH CODE, NATIONAL EIECTRIC G CODE/ AND THE CITY OF CODE, ORDINANCES ZEPyyRyILLS REVIEW DA7-Af P1q OF ZEPHyRHI a 2 3 Zpt4 N E)(AMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .no= BuRmw CODS, FXSMZ �L, 8'1'11 EDITION (2m?) .�,1X4L M STATE CODS -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTIONTYPE _ VB MIN. INTERIOR FRIBA - CLASS B BASIC WB�iD SPEED - Vult=150 MPH Vasa=116 MPH •EXPOSURE — B •I —STORY RESIDENCE — •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR GID.SDOWNSPOUT DTL, DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G./FX. FIXED GLASS F.G. FIXED OAS FBI. FINISH FLR FLOOR FLUOR. FLUORESCENT FIG R' FRENCH °ooR GA. GAUGE GAR DISP. GARBAGE DISPOSAL G.F.I. GROUND-PAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD HT HOS H.C. HOLLOW LOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL. INSULATION TNT. INTERIOR LAV. LUM. M.C. MIN. M.T. MTD. MTL. N.T.E. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. IL RAD. RAG. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. Si F SM. STD. SWS TEMP. T.O. T.O.C. T.O.P. T.D.S. U.N.O.U.N. V.P. W. W/ WD. WOW. /H W.I. LAVATORY LUMINOUS M MANUACCABINET MINIMUM METAL THRESHOLD MODNTED METAL ONOT TO N CENTER PROPS TBR PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLR)CORE EXT DR SMOKE DETECTORPG SINGLE HUNG SHEET SHEATHIN° SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEMPERED GLASS THICKPG TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD I DO H��R WATERINTERPRETATION WROUGHT IRON DATE DES CRIPTLON p�pAg CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION 2mn FI9C UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl-DETAILS PG D2—DETAILS D3-PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED WA6—WALL ASSEMBLY DETAILS OVJW CD'S RE -ISSUED 04AB/b FOOTING REVISION PER M. t°lOUEB E�� FLAN MAINTENANCE VY" REVISED LINTEL 812E AT FRONT ENTRY DOOR pgpg as ADDED LED L*Wb * KITCHEN 4 BATWW" PER MaSOUO 01122AS ADDED STONE OPTION ELEVATIONB'C 4 V IM3A9 ADDED OPT. 8'-0' CEILMG W04T VY" RMACE UOP CONNECTORS UTN $"-WN CONNECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.'S LIVMG 1612 So. FT. GARAGE 4s2 8o Fr. ENTRY 3B ELT. FT. LANAI 96 SLl. FT. 22" $a FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.IA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES AIL LIABQITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN G1iERATI� FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdoslgngroup.com AA #: 0003325 mm sunDIV. All LOT SILVERADO LOT 15 BLK 18 PROJECT* 04128.002 15181 MODICU 4EAB "1672-ARIA" GARAGE OWMG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B rpRDrTDA 03/04/20 SCALE: 1/4"=1'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Uh 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 R301.2A.2. SIrE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THIAN YrINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES T CONTROLS IL EROSION AS PER ALL LOCAL AND STATE C 0 0 REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION 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 CONSTRUCTIOK 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOHWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE F CAST IR N OR PVC SCHEDULE 40 AS APPROVED BY THE BUILDING OFFICIAL. 0 0 ( ) 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -11 A AND R703.7. RRE RESISTANr 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 MUM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup•com L AA 0: 0003326 b W o �aZ7 IL �o avaDiv. ae LOT SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 15181 MODEL: 4EAB "1672-ARIA" GARAGE 8Wn4G: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B FAAW A. ABOOCHAM L AR NO 93M J DRINT "I A 03/04/20 SCALE: 1/4"=1'-O" mHL'ET GN (2) 3052-SW (2) WN-SH mi.�nn -- ouo I 0 of/p1111o�� 0 nlitEEtEEEtOtEE!o o!ItBBtBP.o ME . -- . . . . 11 I '11 . i _ I • • . p'Itt��!n o It�tlilf o ev � ;r 0 m mm :1 M.CI ©ill � lm �c - 0 =. - =mm • o • �_ ® .... C .� .� 0 Nov �. j `11�a�sr,rAs J DOLLARD REQ. m i�—Tom 15LOG. CODE ' . . mm aPER m mum ��il • o,o_ Lu o il' . . M ME - 1m m . M =„ E WRY m o'Ittllo! o'�i:o oa�lio oilt��t�tl'io _-- olt��llo oll�l'o SQ.FT. CALL. S LIVING *12 Sa FT. GARAGE 432 SO. FT. EHTRY 38 Sa FT. LANAI 96 Sa FT. TOTAL 2238 SQ FT. 6N6MIM�F1/'�tEaP�tM DG1�E18 NN NI ME O HMMO um mum MIN. WINDOW I0 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SAD. MIK 41 5 23/-29 CRITERIA 16010 O.H.D. 112 S 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BL)G. CAT. -II, EXP.-B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONMONTE090 D6L. TOP PLATE 0 in ABAR DETAIL SCALE, I/!'•I'-0' ARCH DTL. B SCALE. 1/2 • 1'-0' SCALE, 1/4' . I'-0' NOTE: -2-8 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 SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 15E EOLIPPED WITH SOLID WOOD DOORS NOT LEGG THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOM15-CORE STEEL DOORS NOT LESS THAN 1 3/9' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdeslgngroup.com AA M: 0003325 J iE Q SUBDIV. as ioT• SILVERADO LOT 15 BLK 18 PRoamT* 04128.002 15181 MODRIU 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B n DRINT A E:: 03/04/20 OCALX: 1/4"=i'-0" 821r. T Al SHINGLE I�b W-8' BRG. FTFAON BKTIIXPI OR EQUIVALENT 4B 4' RAISED M'I BAND (TYPJ—'-, 0'-00'-0' FIN, LR_ _ a' -a' Bfi*. HGT.' O'-0' FIN. FLP-s _--------__------_ -�•/-IB'-8' BLDG. HGT. YPON LVI2X24 ��wed� EO' �— FOR EQUIVALENT FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A �RJME M' FN. FLR— Itb b' RAISED BAND (TYP.) OPT. COACH LIGHT 0� 0 IN. FLR. OFF RIDGE VENT AREAOFATTIC 2235 SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VEND LATION AREA = 223513W 1.45 VENTILATION AREA X SQ INCHES PER FT. (144) 10128 SOL IN. ON. REQUIREOVENTILAMON .5X 1072.8 IN UPPER PORTION OFATTIC 536.4 5Q IN. OFF RIDGEVENTILATION AREA = 115 SO, IN. PER VENT 536A /315 TOTAL BOFVENTS REQUIRED _ 0.66435 TOTALROFVENTSPROMDED 5 *AlEA OF ATTICRTRE PERIMTIER OF THE HOUSE, LESSTRE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERRANGS INCLUDED) BRG. HGT. BRG. W.T. 0'-0' FN. LR.d OFF RIDGE T \� b FRE [MMEM ME M a LEI WIN oil REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FNISN V-4' i- _—_---_—_—_—_ _—_—_—_—_---_—_—_—_—_---_—_ LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH I b r01E7 /—�—'� / 2' I (\ >I�V-4' ,k i LOUVER DETAIL A WALE:1/2 . I'-0' 0'-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774807E FAX 407-7744078 www.abdosigngfoup.com AA A: 0003325 1 q = -Y�i31I MIN. BVSDIV. a I.01`. SILVERADO LOT 15 BLK 18 PROJECT/ 04128.002 15181 MODE=s 4EAB FF 1672- ARIA° GARAGE BTIIINTG: RIGHT PAGE: ELEVATION I'D" 150 MPH EXP. B DamT ATM. 03/04/20 BCA=.E: 1/4"=1'-0" B*M= A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES eOMv OUTLET 2e Am SNELE PME IIOv OUTLET IoV OUTLET w o OURAT WINDTo SWITCH GPI IIOV OUTLET SawPED RUM•D PAIL NrE•PR A (TAM PER NOWTAW TTPE) 22eV OUTLET (4) me CONNECTION u�EXT. 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HE Pa Puw•I urroTl FaR OwNo UM POUR • LOCATION OF TV JAC%M 4 FINOTE OUTLETS R PANS TO ME VEIMIED • MOFEOWIR Plm-taNTIRUCTION t msTm • ALL 0 K 20 MEP MRANOH CIRCUIT* TO ME ARC FAULT PROTECTED PER ELECTI I CAL P'1eDVINORM OF a= 4rrN EDITION f2en) •NEC EM, THEN mlTlOr. •.20 AMP DEDICATED LAUNDRY CIICWT. GPI • ISLAND (NOT ON WadiN! CSCUIT) • 0I0.1114SHEM DMCONECT to ME LOCKOUT N PANEL MATMRDOM E)S4AUST PAN TO NAVE MNL CAPACITY 01 90 CRn NTHR` 1TTENT PER YECTPIICAL FIROVIOONS OF SECTION M0013 Peal ATM EDITI94 r]M'I) • LAUNDRY MOM RLCERA0.E SIOALL M GROUND PAULT CIRCUIT-MEPIEIe P IERROTECTION FOR PEPISONSEL ON FEEDEM • EeOla MenaD -MALL ME NON METALLIC CAME PER MACTTECAL PROVRIONS OF PACE ATM ED (20ni • ALL WOIEC TO COMPLY WTM ELECTRICAL FleDV SI" OF TM PMCe ArM ED Rent v L eMnA AE fiQ1IuLDXJNLQ91&Am • Rif OF Lwbffm Tm am lfEMNY OePfGdT TYPE Pere Al REE22t @PICIEdCY) Zen.4Ah EDI7TOl IS40{l ------------- CEILNG PRE -WIRED I I jMTD. LIGHT �. ,)CLO FAN I TOME I I 9 I INSPROVIDE _ I I `M U-BOX FOR OPT. FAN — I I --�Dr o F'RE-UNRED GREAT ROOM \ 1 1 PRE -WIRED 1 CLG FAN 1 ml� IV / \ BDRM•,f / C . / ' P B. Cam' `J PRE -WIRED CLG FAN SWITCH N iol LAA/G>i 0 uE,R'S // PRE -WIRED / CLG FAN HOOD WIRE W/ OUTLET FOR 'UTURE MICRO. P.B. FOR- 1 AFF. GARAGE DOOR 1\jTE \\ WALL MOUND LIGHT W/SWITCW IN `.` ATTIC KEYLESS FIXTURE GFI CLG. OUTLET OHO ttjO /LARL AS REG PER BLDG IRRIGATION OUTLET • 46' AFF OPT. _ COACH LICIT ELECTRICAL PLAN SCALE: 1/4' P I'-m' METER FIELD VERIFY LOC. I I I _ L LED LIGHTING ® SINGLE LAV. • BATH n I I I 9 i I i I � I I L I I m I LED LIGHTING ® DOUBLE LAV. OWNER'S BATH E:77f.T.f �IS�r�TP�1c�aw©0�0O—lr"�—I�IIIIIEIII� . � !!"T.S�S",r'71It?TI== 00®mmm ®as'��1�mIIIIv IIIO IE.'3Ffa©gym© esRE �IIIs as rrt"P�sc •>•IIIv MEMO o � MINTIa �E��®t'7iFf m mam�om �sr>•ra�+rr�s�a�sla oa® rcfaas'af-r ��® TU-r.•rf•'ii^>•ss� sc>•ii^7•['7"1l�'S7Ri.'!T!'�'RtEs7 sr•s�c.x�m'p' SEEM ---_�MEMO MF71111� ®m 0�A__��Ei•i , .a.-cz .... -. .- .. ......:... .......MEN - •� -� 0 ter• c� zrtrxrra �� N FROYWE " 0 04 THRN . P• OUN 2' CONDUIT OR S WID AL. TWM . RN CU N 2• CONDUIT. rreJDurc TO TEwMNATE AMOK.• eePPlr � eI.•Ruala.) SO AMP ELECTRICAL RISER NOT TO SMALL. —T DISCOSOS rcM° Am GENERAL NOTES. M ELECTRIC METER N A. ELECTRICAL MATEIEALS APO WTALLATIONS SMALL NMnA 2R ENCLO&M CO'PLY WRM ELECTRICAL PROVRIONM Q THE �'� �•" EQIIIR112M1U. LOCAL CODES. AND ALL LOCAL POLER COPPANY REOUIR MINM MMP 0. ALL COTOUCTORM SWOLL 0E TYPE TMIWWM UKLESM NOTED OTRERIUSE. PROVIDE NM AMP, 90/240 VOLT. I PHASE SECOTOA % ELECTRICAL SERVICE. PROVIDE N"COPPER (CU) N 1.112•' DIA SCHEDULE M PVC CCNM1T OR PROVIDE N 4)0 ALUMINPI (AL) N 2" DIA SCFEDULE M PVC COOUIT ULESS SERVICE IS PROVIDED MY THE ELECTRIC COMPANY. COOPEMATE S M RE ELECTRIC COPANY PRIOR TO CID. TSLEPNORE SIWICE LAY! TNJPA* N @ITNUINGS MlW X MORANOE vdLM-m•R IIYiwq w NROMYSTEM MONDN9 TOIMNAL. AT LOW VOLTAAE CONECTION6 1 P4 CU SERVICE GROUND CONECT= TO CONCRETE OICASED POORER WINE. PM ELECTRICAL PRDNIONS OF TE MM" mmo( rTen) W' DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-714-4078 www.abdesigngroup.com AA N: 0003325 44 Y it SUBDIV. aE LOT SILVERADO LOT 15 BLK 18 PROJi,CTp 04128.002 15181 MODRU 4EAB "1672-ARIA" GARAGE SIF MG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 1DATM- 03/04/20 SCALE: 1/4"=1'-0" skmcm E1 EIEII ----------------- I II I II II I I I I I I I I I I H II --- I ---� I � I� • 0 OO I • 11 0 III 11 I ---- I IL—�I I III i i �iiil III L - EIL v. i n ISXIZN� III III i n i i i I V. I II I I AV I OND 21 V.TR WC. I I IR' ( I12. KS - - - - - IJIC N I I .� AutO VENT m 9 m 1 1/2. I 1 2' V.TJ � Y rl1/2' I TUD i 2' I I/2' '•II'ILAV — — — WC. I 3 9' WASWER I LAV. LAV. 3 GA. OHM TO MAIN 3 PLUMBING RISER PLUMBING PLAN SCALE, 1/4 " I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH:407-774,6076 FAX: 407-774407E www.abdosigngroup.com L AA M: 0003325 a avBDiv se IAT SILVERADO LOT 15 BLK 18 PROJECT* 04128.002 15181 MOD= 4EAB "1672-ARIA" GARAGE SIT MG: RIGHT a i DAB., 03/04/20 BCALZ: 1/4"=1'-0" skim= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL 59 PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS WALL 15E CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FCC 6TH EDITION (2011) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 6031 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PDC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED OATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. 9, 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 PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER 5006TER TO BE A FANTECH POP BOOSTER FAN OR EQUAL, PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LIMES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST PAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONG. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON LLB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB fSXI 1/4' GHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN C0ND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK DRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 0PTI/BPEC vFL00R SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING SEE SPEC. 1'-8'X6' CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPE NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.M. ELEVATION. MECHANICAL PLAN SCALE: 1/4 " I'-0' :w] r '91 .r/ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.abdosigngroup.com N: 0003328 1 P JQp E uBDM Ae LOT: SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 15181 MODEIe 4EAB "1672- ARIA" GARAGE Ulr/IING: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B DAM 03/04/20 SCALE: 1/4"=l'-0" EI*ECW M1 2X4 TOP PLATE MAN IF —1 Cove" eaAc PRE-FAB TRUSS _ N' TNQ� � COAT P CF4 !!! 14' CLG. BOARD P�Ta�A�NCT :tom C"pomY TO M bONK 2.6 P.T. aD ATTACHM TO RLL NOTE: STUDS IN CULL AS PW PARTITIONS SUPPORTING wrxorAI :sa 1/2' DRYWALL 4 WALL HUNG PLUMBING GRALAIC woo FIXTURES AND WALL MATHMGTw CABINETS SHALL BE NOT "r ,tea ro'� LESS THAN 2x4, WHERE Y eueve �w.oA. ua eALv.N@L ooCle TTAN�� SECURE DT. 2X4 WOOD SPACED NOT MORE ys+P.n�.eo. To PLATE to SLAB STUDS n4' THAN 16' O.C. OR, NOT '°'0O a"' �� FM eALv. sTen mom OVEO04RAD DOOR W/ 1®d MASONRY OG LESS THAN 2x6, WHERE APPRWAL isa. HRTIaAL TRACK NAIL 32' O C. SPACED NOT MORE � � TO er oTNa�a MAX THAN 24' O.C. T!�4OC°�1paTa SLAB FIN. RR (a:)TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.1'-0' F sm3LASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5J.1 ON I' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1 -m ELEVATIONS Tom' o.H. VENTED SOFFIT 14• THICK, 2 COAT PORT'LAND--/--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &-m' FIN. FLRI S/S' GYPSUM d OR 1/2' NIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORI'7S INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL ix2 P.T. FURRING — STRIPS • 24' O.C. W cm 1/2'GYP. WL. W.- WOOD BASE — 2 GAS LINE THRU BLACK FIBERGLASS SHINGLES OVER W FELT PAPER OR - FIDERGLASS SHINGLES SYNTHETIC PRODUCT, OVER � FELT PAPER INSTALLED PER SECTION OR SYNTHETIC RW511 ON J• 0.8.5. PRODUCT, INSTALLED SHEATHING OR I' COX PER SECTION RW5.1.1 PLYWOOD SECURED PER ON J' OJSa SHEATHING FASTENER SCHEDULE OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE r-0. iYP. —REFERENCE MTL. DRIP EDGE OH. STRUCTURAL 2x FASCIA PER ELEVATIONS PRE-E'6J TRUSS VENTED SOFFIT MTL. DRIP EDGE PRE-ENG. LADLE 2x FASCIA PER REED WEEP SCREED ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS / 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-V' FIN. FLR a. d' e e• 4 ti W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE PER SECTION W5.1.1 - FOR ROOF 5 1-STORY HIP BLOCK WALL SLOPES LA ERIUNDERLAYME2 TO LESS NT SYSTEM D1 SCALE, 3/4'.1'-0' — IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 6�5� 8' cm PRA s GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGALASS SHINGLES OVER wM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON I' O.S.B. �T STIFFBACK AT ALL UPR04TO SHEATHING OR j' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I.-o' FASTENER SCHEDULE PRE-ENG WD• TRJMTYP. MTL. DRIP EDGE O.H. 2 PER ELEVATION x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. LADLE TRUSS PER ELEVATION WEEP SCREED \ 5/3' GYPSUM DOARD OR 14' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WW4.1 INSULATION DIRECTLY TO LIED MASONRY RY WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PLASTER APPLIED STRUCTURAL Ix2 P.T. FURRING {� ; STRIPS • 24' O.C. B 14' GYP. WL. BD. , cm WOOD BASE 4- UJI_ J 0'-®' FIN. FLR a. a 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING (a)1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607E FAX 407-7744078 www.abdesigngroupcom AA M: 0003325 EIUDDIV. Ae : SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 15181 HODS% 4EAB "1672-ARIA" GARAOS awns: RIGHT PADS: DETAILS 150 MPH EXP. B eeaJIRE 2„4 ON-1/ FLAT TO SIX W/ CUT NAILS. SIDES, 2X6 GARAGE DOOR MUCK WI (5) R 1j')U1' A -BOLTS 4- EMBEDMENT MN. IV 2'X2'X1M WASHER AND NUT SPACED VENLY FlROM FLOOR TO GARAGE DOOR NOR N JONTS PRIOR TO FLLN& 1.2Xi PT BLOCK • CENTER OF ® DOOR HEADER HEADER WKU A ��' J-BOLTS 4- EMBEDMENT W/ 2'x 'W WASHER AND NIT. ® M,vrrvs I 0 t'~ACTURER'S INSTALLATION 44STRIJCTIONS WHERE SUCH NSTF=TIONS AM MORE STRINGENT GARAGE DOOR t BUCK ATTACHMENT ec4u, n•.�.r CMU DRYWALL 4' OR I'X2' P.T. NAILER SECURE THOU FRAME 4 EXTEND I-Yi INTO BLOCK W/ T)(A' TAPCONS (MIN. SWAAIC SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 AINDOW TO BLACK +3 4 OR +5 4 `4 &GALE, N.TJ3. 2X4:= SECURE TO BLOCK W/ )W TAPO" OR (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8,m SECURE TO BLOCK WR-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 8' CMU 18' O.C. MAX SPACING. lf• DRYWALL 2XB:m 1'X4' OR I'X2' P.T. NAILER SEGO BLOCK W/2-W.. OOR CASING TA (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END 4U MANUFACTURES DETAILS. Is. OZ. MAX SPACING. 2X4= SECURE TO 15LOM W/ TAPCONS (MIN. SHANK SIZE J45 MIN. BEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' Or —MAX SPACING. MUST BE ON OUTSIDE • 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON.STRUCTURAL I)i5' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8, CMIU MIN. EMBEDMENT 1 Y4) ' DRYWALL WITHIN 8' OF EACH END / ID' O.C. MAX SPACING.I•X4' OR I'X2' P.T. NAILER 2X*cm SECURE TO BLOCK W/2:'JAADTTACH )�' OAJ5. X 4' MIN. TAP(MIR SW 8 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300OOR JAMS OR WINDOW MIN. EM15EDMENT I Y49 TO 2X PER WITHIN 8. OF EACH ENDMANUFACTURE& DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/ip' r 11IND011 TO BLOCK +1-15/ 8 E, N.T . 2X4=B4 SECURE TO BLOCK W/ i(r' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END A NOTE, STRUCTURAL 2X 18' OHO. MAX SPACING. MUST SE ON OUTSIDE • 2X6m SECURED THROUGH SECURE TO BLOCK WR-%, NON-STRUCTURAL JJ%' TAPCONB TAPCON MN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMU WITHIN 8' OF EACH END 4 DRYWALL J1• DRYWALL IW O,C. MAX SPACING. D R P.T. NAILER 'CAS 2XD4mo SECURE TO BLOCK WR-%' CASING TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4)�_"ATT. TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 10' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y49 NOTE, 814IM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAI® TO BLOCK +1-1 2" DOOR JAMB TO BLACK +2 6CAPMW TO BLOCK +J-1TO BLACK +1-1 ' DOOR TO BLACK +2 lY4f LE, N.T.S. E, N.T . 2X4= SECURE TO BLOCK W/TAPCON (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END / NOTE. STRUCTURAL 2X ID' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR- ,NON-STRUCTURAL V TAPCON MIN. 1-Y4, (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8' OF EACH END 4 IB' O.G. MAX SPACING. ❑ X4. OR 1'X2' P.T. NAILER 2XS� SECURETOSLOCK W/J-Vo' TAPO(MIN. DOOR C SM SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END / ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" v*% 3l TO BLOCK +3" ��GCALE, N.T.S. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST dE ON OUTSIDE 4 2X4,m SECURED THROUGH SECURE TO BLOCK W/U-%' NON-STRUCTURAL i(S' TAPCONB(MK SHANK SIZE TAPCON MIN. I-l4' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' OF EACH END 4 8, CMU 18. O.C. MAX SPACING V DRYWALL 2XB,m ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-i4' 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL STRUCTURAL MEMBER 145 WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 i' TO 8' O.C. MAX MIN. EMBEDMENT I Y4') ---DOOR CA&ING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3' F +" ALE, N.T . I TO BLOCK 2X4= SECURE TO BLOCK WN4- TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL W6' SECURE TO 15LOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y♦') x' DRYWALLWITHIN 8' OF EACH END / I8' O.C. MAX SPACUJfs X4. OR I'X2' P.T. NAILER 2XIS 4 SECURE TO BLOCK WA-114' "' ObJS. X 4' MIN. TAP0" (MIN. SHANK SIZE J45 DOOR CASING MIN, HEAD SIZE 300 MIN. EM15EDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END / ATTACH TO 2X PER 18' Or- MAX SPACING, MANUFACTURES DETAILS, N0,4 4„n M,�o ro Ivey Jr� tOo xor CK7®A•, DOOR JAMB TO BLACK +3-7/18' G 11nmw TO BLACK +3-7 IS' E, N.T . 2X4m SECURE TO BLOCK W04' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 STRUCTURAL 2X 18. OG MAX SPACING. MOT BE ON OUTSIDE 4 2X8m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. 1-)4 (MIN. 814AW SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300_LrMIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 )J' DRYWALL IB' Oa MAX SPACING. I'X4' OR rX2' P.T. NAILER 2X84m SECURE TO BLOCK Ul/1-1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMS OR WINDOW WITHIN 8' OF EACH END • TTACH TO 2X PER 18' O,C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAI1B TO BLACK +3 3/4" H W TO + 3/4 ' %ZVOCALE- RT . 1441 N. RONALD REAGAN BLW LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA B: 0003325 A t� p 4 Q > �a Y >stmDIV. kD' SILVERT LOT15 BLK 18 PROJMCT* 04128.002 15181 moD1$L: 4EAB "1672-ARIA" OARAGZ ewtNO: RIGHT PACE: DETAILS 150 MPH EXP. B IN ATM, 03/04/20 CALE: 1/4"=1'-0" *IN= D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 108W.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMSPON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMSPON 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 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 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 FL 7006.4 IKO SHINGLES 30YEAR 2017 FBCR 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: 01/08/20 rN/ L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.com 8: 0003328 [Al rz aysaly ag LOT SILVERADO LOT 15 BLK 18 PROJECT► 04128.002 15181 MODEIs 4EAB "1672- ARIA" GARAGE 8WING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B D � 03/04/20 arIEET D3 Oira.owwo.r•r.A OL ran NlAlp . R.A zcf .n.s • MEAN . IR. C OLraD NMRn. R.A 2. CLAN . rf. • w • ® l rCLp rYl42n . R. A 2. COMAM . K. e A CLAN PT. r4. C A F" Ff. C ovm Pr. •".L R. C Toucm nmmnMow 4& mormm MAI" 'NANO' Yl4T�IlTWR NAL.an. 02 tmCW. 3 COAT C@EM (PRO { W. 2 COAT iii wrAu wc2mia Ar wrron a wa . ® KIC KO UT DETAIL s iR10NToo Neo OR WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB a TAPE OVER ROOF/WALL 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 (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / A5TM C-84-1-01B, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.7746078 FAX: 407-7744078 wwwabdeslgngroup.00m AA #: 0003325 eunDiv de re SILVERADO LOT 15 BLK 18 PROJECT* 04128.002 15181 MODMIA 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B F-PMNTDA 03/04/20 BICALE: 1/4"=1'-0" elm= WA1 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ...... - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-84.1-0% MIN. 2.5 L55. PER SQ. 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 PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL b' SELF ADI-ESI' FLASHING ONSTA PER MANUF. WE BUILDING PAPS! UNDER 'QUICK FI (A ),VENT PENETRATION SCALE: N.TA ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I �ELEG. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "' — " ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUIRAP FOR BOX INSTALLATION WR5 LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEUR.AP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEAT OVER Sm MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING UIRB LAYER h, STUCCO WRAP AM LAYER $2, FORTIFIBER BUILDING PAPER 'METAL LATH -VS' TEXTURED FINISH WOOD -FASTEN TO WOOD STRICTURAL MEMBER • T OL. MAX V To MID -WALL neu arseII MASONRY BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8. MM LAYER h, STUCCO UIRAP CUT 'X' INTO SELF -ADHERING \ MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING: OVER BOX AND OVER APPROVED UM LAYER h STEP *1 STEP 02 77Mtl IUM 01, LAYER STUCC STUO WRAP STEP #3 APPLY MIN *0' GRADE FELT OVER SELF -ADHERING: t 0 FLASHING OVER APROVED HOUSEWRAP MEMBRANE FLASHING I `WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdeslgngfoup.com AA N: 0003325 5, C BUDWIV. Se LOT SILVERADO LOT 15 BLK 18 PItOJSCT# 04128.002 15181 S[ODTBL• 4EAB "1672— ARIA" BARAGM 9W5ia: RIGHT PACK: WALL ASSEMBLY DETAILS 150 MPH EXP. B NT D =. 03/04/20 aCAM- 1/4"=l'-0" alIasT WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO • w =zzZ/ommled SELF-ADHESIVE FLASHING — — — — — k2va' CORNER BEAD (FASTENER 4 SPACING 0 1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdoeigngroop.com AA #: 0003325 13 J 6 ly m �J 0. �g9 Gil, avaDiv. eg LOT: SILVERADO LOT 15 BLK 18 PROJECT* 04128.002 15181 MOaEig 4EAB "1672—ARIA" GAP —WE SWDM: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B TI4JLTlON V DIYOPA WOOD aIEARIMG MEATIER IeEa16TWd DARRIIR � / MEATHMMe RC61aT'- DAMON Q ux wl XU amMG ` ONLF-AME�0 PLAOWM SELF-ADVERM FLAGWN(b SIR I,MIaIeTIVE WARM aTMF- / \� �\ LLC�AT MRliall5w oftaIOTIVd I \\\ .. y a MIRMG FLAomm \ GALVT> FETAL J _ GALV'D METAL 'r ILAw4m 'r R.A 4m • D Tw MIFEIRm ` / \ / MlyaOQAfiM xD%PV�T% OR AITROVB CASM \� SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-OS, MIN. 2S L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdaalgngroup.00m AA a: 0003328 i i ' L4 01 �a J 11��11 It 8XmDIl ac LOT SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 15181 MODEL: 4EAB "1672— ARIA" GARAGE 8V`ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 0 PRINT � 03/04/20 dCALE: 1/4"=1'-0" dHL'ET WA4 \ \ 2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE 1/8' TEXTURED FINISH ® WOOD 1/2' TEXTURED FINISH m CMU I\ 1� I � 2X6 SU6 I I � METAL FASCIA \� WRAP Y6' FROM STUCCO, 1. FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) `\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ ®ELEVATION ©PLAN A 1/6, TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU METAL LATH 1 ILI -UM LAYER h, STUCCO WRAP(FRAME ONLY) WRO LAYER -2, FORTIFIDER DUILDWs PAPER (FRAME ONLY) in ROOPING CEMENT ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL .NOT INTO STUCCO) �1/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WN%'x4" NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) yxx xx xx x x �X�x �1k x xx x SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL ® WALL W/KICK-OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. V ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH o END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. V ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN RLVD1 LONGWOOD, FL 327E0 PH: 407-77448078 FAX:407-7744078 www.abdoslgngroup.com AA M. 0003325 a a eJ J la IP StMDiv ASILVERADO LOT 15 BLK 18 ROJRCT* 04128.002 15181 MODZU 4EAB "1672-ARIA" GARAGa awMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B DMNT A 03/04/20 19cA M 1/4"=1'-0" SSii&T Vd= A6 EXTEND SLAB 1 112" 1 _ _ FM-12X78 FM-12X12 4"CONC. SLAB I�N 11 R F °° I 112 $ a m ILL I F 2 9'-6" �4 m 10 o I FM•12X18 1 I I I TOP OF °D I SLAB 1" PVC CHASE FOR ELEC. @ N ISLAND I ' LL x I I� I I I I 7 L) e q I EXTEND 4" PVC SLAB 1 1/2"%CHASE I TE1 — —CT -5 tl2 4" CQNC. I i SLAB I I • 0. °? 18'-0" 2'-8" 17'-B" TY pp OF sLAs �I Lb ~ I LL I 11i EXTEND P1 a O 2 FM-12X18 SLAB 1 112"I- y CONC ' I SLAB awl I 8" . 8' Iv I� 431/2 I `----JI 1 2 FM -12X18 FMC-12X18 IL .1 +7 1/2 FM-12X18 1.1 J '1 FM-12X18 i.1 — — FM 1D(,2 — — — — — — — — 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 -4-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, GINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: Pm = 1,500 PSI, TYPE "M" ORS- MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x8 W 1.4xW 1 A OVER GENERAL 3 1/2" 6 MtL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 1T CONTINUOUS 161 - (2)AWs FMC-12x18 12" CONTINUOUS 18" -7ms - VARIES F-24x24 24" 24" 12" s $ -)!1.11, FM-12x12 12" CONTINUOUS 17, - (2) #Fs - (-)0'-4" TEA W SEE PLAN 8" - s 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 a sunD:v. Se LOT: SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 15181 MODEU 4EAB "1672-ARIA" GAP_t0Z DWINd: RIGHT PAGE: FOUNDATION PLAN %150 MPH EXP. B DA 03/04/20 SCALE: 1/4"=1'-0" EHEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING Z. STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND " u a^L CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _a ("1� ❑ l SPACING REQUIREMENTS -� v v— jI GARAGE DOOR C U W RECESS < ..1' _M FCORNER g Z 8"CMU WALL O to 8" CMU WALL I" BARS, SAME SIZE AS BAR W Lu g" }., Z +- 0'-0" ; I IN FOUNDATION WITH 30" LEG EACH w U 4 ,JI WAY AT ALL CHANGES IN DIRECTIONS s�'I U TOP OF SLAB TOP OF SLAB I .. SO THAT THE STEEL REINF. IS CONTINUOUS ��T� _, - (. . MATCH AMOUNT OF CONTINUOUS BARS I.o CURB FOR + ° EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1ST0RY) SLAB - VARIES TOP SEE SLAB SCHEDULE, TOP OF GARAGE o--. I .. _I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7=p+ AT ELEV: W/ 1/2" ISOLATION '.,, 6"CHAMFER (2-STORY) 18" EXT. PORCH " CHAMFER (,STORY)' JOINT (WHERE , #4 PC W/ 1/2" ISOLATION" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE 30" JOINT (WHERE APPLICABLE) Z E SCHEDULE#5 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36' mBAR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY °cam QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" 2 @ GARAGE S0A1� 34"=1'0 3 CORNER BARS DETAIL DOOR OPENING D SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" —may LAP TOP PLATE A MIN. OF 46' —7m�� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 0- ( 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE 8T. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED WI 2- PART 0' g SPACING. SINGLE BTM. PLATE 1/2'k8" WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. W/FLANGE BASE (. EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", LINO PLATE EPDXY 5-1/2" EMBED. MIN. ®i6" OC SLAB W/10d MASONRY c O FOLLOW ALL MANF. SIM SPH4 SPHB MAX NAIL 16"10 C STAGGERED. = K SPECIFICATIONS FOR u) Q ANDSON PLATE BTM AND TOP PLA ADDITIONAL METAL m USEAND I ANCHORS W/ 1 Od x 1 1 2° CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" PREPARATION OF C7 HOLE. COMMON NAILS FILL ALL U) REQUIRED WHEN NO y UPLIFT IS PRESENT. TAPCONS w HOLES, DO NOT USE 10d w w x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE < Q _ TOP OF SLAB TOP 11F SLAB 4" CHAMFER (iSTORY) 6" CHAMFER (2ST0RY) °'. ° -- n •N.—. e EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3/4"=1'-a' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL o INTERIOR CURB FOUNDATION WOOD WALL 8 6 SCALE:W'=V-U' (NO UPLIFT) SCALE:34"=1'-0" scaLE:aa°=r-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" ----� AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO o_ BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT W REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. Z + " POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) TOP OF SLAB .:0,. SEE SLAB SCHEDULEle 2X WAIL FRAMING • SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5" -0" TOP OF SLAB °+ Z Z — ♦ "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND ° • CENTERED UNDER WALL AND 16" O,C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR BAR SIZE FOR WxD, BAR SIZE BAR AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION scALE:3/a"=r-0" (NO UPLIFT) 10 SCALE:3/4"=V- 11 SCALE: 3!4"=1'-0" 1441 N. RONALD REAGAN 8L L0NGW00D,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com AA #: 0003325 P 333 WWZ auumv. ae Lotil SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 15181 MODEU 4EAB "1672- ARIA" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1l4" = T-0" U41 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA ffi: 0003325 LLyy o NUBDIV. Ae LOT. SILVERADO LOT 15 BLK 18 PROJECTL/ 04128.002 15181 MODELc 4EAB "1672-ARIA" GAIRAOE BVrMG: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B DRINT A M: 03/04/ 00 BCALE: 1/4"= V-0" MMET s1.2 • TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM a CLEAN OUT REQUIRED Q FOR INSPECTION a0 e e) ' 0`0 FIN. FLR. a TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 SAR DIA. ZW In 18" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS W 0. 0 N Z IT, CMU WALL TOP OF SLAB _ e - TOP OF SLAB SEE SLAB SCHEDULE Z W a < EXT. PORCH SLAB BAR SIZE 48 BAR DIA. i > ° W/ 1/2" ISOLATION 4" CHAMFER (i-STORY) 18„ �' O a JOINT 6" CHAMFER (2-STORY) (WHERE #4 24" APPLICABLE) Z MATCH STEEL #5 30" 2 REINFORCEMENT PER SCHEDULE 6 32" 6" PVC CHASE THRU FOOTING #7 THRU FOOTING 4^ MATCH STEEL 6"PVC CHASE SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"zV- #5 BARS ■ I - a 4 ■ 4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES •$/ MASONRY SYMBOLS �K SCALE: 3/4"=l'-0" i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 FH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 � S p 6 R H I" E SILVERADO LOT 15 BLK 18 PROJECT 04128.002 15181 MODRU 4EAB "1672-ARIA" GARAGE #WING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1. 112" 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. S. 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 PBS36, .177" • x 2 7/8' LONG, WITH WASHER @ IS" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE.8CF F ncm REMARK 01 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, FE S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) xH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING SB1 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 �IahGeBaB SAFE LOAD • POUNDS PER LINEAR FOOT SAFPLFOAD 4--4— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BITS wm MID IF722 042.10 vlfaw artan WAO ruts 0360 was SEEDS snits arum ansts TYPE LENGTH 8U8 BPo Rl3,Rl TYPE LENGTH /PMi own art2•ti vim eu,i I eriea wo-tr own tw44.tr raw eNe•1i area eratti ■esi7 S4r (42') PRECAST 223i aw ffw na @W aw 2ea laen �'� (�)PRECAST 102E 1024 tSBB rd (42') PRECAST wee tea 3w 4w an as Tao+ foe 4se nw raj aw IM flea tee fee aat 4m = eta 7m, 4'4Y (IS') PRECAST IM aen Ml as 4WD wet 7w ne7 4%C (40') PRECAST 785 753 t30S 4'-0' (48') PRECAST all 2w ON ata 4n sae Son m 4ss Miff 7e47 aff4 tow lieu tw am am wa 4a70 sae can 4'4r (M7 PRECAST 1688 tam nIs 20011 am Ore SM. SM Nor (649 PRECAST =w 1073 4'C 04-) PRECAST tiff 2M ff07 UN 4ea mt ea a ns 4an Oil 707 aa2 taw Hite law " 2w an AM all SM S•4• (84� PRECAST 1217 IMtae NO 2w 3128 710 4fe Ste' (e4') PRECAST 411 411 745 @4' (84-) PRECAST tote 171 we Zee SW feet 4s1 Isa 3010 em 7w7 tm 101e 015 tan as aK wt 4s12 8.10' (%0") PRECAST 1082 ttm tin tat = law 7000 wo 5.10` (ro'1 PRECAST 340 998 878 8-17 (l5') PRECAST em 1a/ 21Y ata 3as 4ta tw Un 48e0 710 7161 ae m lw awe I 2aa I SIN 1 Taff 4133 84Y (M PRECAST 006 tee nff ws 3Mt a701 47a set SH. PRECAST 507 72t 4S0 8'a' (75•) PRECAST ea t Sat m 12e 2tn aaD SM oe as w 14a I 11e I =20 I 2710 sal am r4r on PRECAST 749 1011 i7A as mg m310i mm rd' (M') PRECAST 424 584 383 T•5' (m9 PRECAST 1 2= aff as ,Ott lin set Sae am w as IVI Isw am am aw ar2e WW (11 PRECAST 6W M wa tsIs 2es awe all aem a�' (112) PRECAST 320 512 23D Vd' (112� PRECAST at tt 1m in eta =0 m 124 Ise am ow ReD w tale 1W im nos wa 174Y (12" PRECAST 475 ee m tea ea 27" 2m wa tab (12r) PRECAST 264 401 1W ta-0' (12r) PRECAST w ap tm2 tea aoa 2m 4w m Ha 1472 iie ea gasea 11'i' (18t7) PRECAST 3S2 es Ise im am am 4ma 11'i• (188� PRECAST 2S0 452 154 71'< (t3e') PRECAST 474 am iw IM 02 aN twe 100 2m s1ff 40m w tan (7M7 PRECAST 337 6e m 1w 1M4 21aZeeSea470 1r-0' (14t7 PRECAST 2N 402 187 7r-W (1441 PRECAST 7f4 m t t teeIra• w sn 1w we4 zm gas aw 470 sa 1am S M471 (19n PRECAST 268 7a m 107E 1{a few taw Zap 11W (18n PRECAST 217 324 110 irk' (19n PRECAST,m 41e ee7 7s w 1 tag1r�• m Isle tom tae 2tN fen 7s ttw w twr144r (111n PRECAST 27B 4247m1ae lw tiff 2a014'-0' (iSB� PRECAST 2D5 1B3 100 14'-0` (188� PRECAST w M w Ala lm 4Y rm 1007 taw Im 21ff >om w0 717 im ,ae (170� PRE87RF86ED N.R MItat Ne tt M4 In Nt 14'4!' (175') P NR. 2B4 Bt 14'4!' (175') PRE8TRE88ED 2N w a0 w an m m t w f itat14'2' 1n4184' W 7a tan ten 2216 w7 ats (1w) PRESTRESSED N.R MM M M M M lIFW (1$4') PROS N.R. 259 83 w'-C (184-) PREST aa440 m fie m em 7m , at Is04412 Isa 710 12m iris 20m as w3 1r•4• PRt NR M M M M M Mt Mt tT4• pne•) PRE NR iW M tr4• poet PRESfREBED to to 4m se en 74o w iw tat ml2m'1 wn1S'-4 200 e4e tao lam tam im 2m7 PR�IRESBED NR N4 Ne AIR Nt NR N4 lal 1VI' p PREBTRE NR 148 52 taJ" (2329 PRMTR688ED 102 tee SM" 4a M7 m 017 aw e47 747(282') t2ff21'-4 8M 4e m toff ttm Isis tTIs PRBTIEB9ED N.R Nt W IIl Nt Y1' 4• (738 J PRS7 N R 125 42 21'�' (58') PREST D 142 14II W an w s7 4e 777 w t 06 see(21a1 t0a to se tt 44 tfa "m 2r0" C�4') PRESTRESSED NR. M Nt M Nit Nt 2r4- C2041 PPSNA 118 40 2r-0• (284) PREITTREW iff w ae sn 4e se M. is &2.4 w 1047 ttr tw tff 2a s es 4m24'•0• On P N.R M M M�M W-V Cam') PRESTRE�D N.R W 89 W-W (a55•) PRESTRESSED txn w sp 41a 4a7M w w 1m2 t2ZQ 181 as ate 4M1 40e 757 to (#)THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO BEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MOMIM 4 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 'h --— BETE-1 T1-.—.,. .... .. .�----iT/O—----.,-----2.--, BF18-1TIO —------ RRRRRRRRRNRRRRIM 3 1� 4 $� a m ; s GT a 1 � 1 p 8 1 ( ( � a I 3 ( 3 ( ! 1 f 1 1 4� m (0 1 ( (tD f 3 / 3 . € 1 I UNO, PROVIDE BB1 WHERE ! ) 4 ROOF TRUSSES BEAR, TOP i 3 E OF WALL EL. 8'-8', LINO. 1 s 3 6 % S $ L 5 3 ( 9 f E ( 8F8- �' 1T/OMI08 "w a° 8F16-1T/0MI 8F8- 8F28-1T/0M/0B - 4 1T/OMI08 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774.4078 www.abdesigngroup.com L AA 0: 0003325 a 8 W • u/ S aE 6 SUDDIV. Ae LOT: SILVERADO LOT 15 BLK 18 PROJ=T* 04128.002 15181 MODEL 4EAB "1672—ARIA" GARAGE 811111 7G: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 W EIP. B RXNT DATIL. 03/04/20 11CALM: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BONG BEAM VERTICALTHE VERTICAL RE8AR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP, 89c8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM i#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. F?' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 ��\•F' TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. V"x16- 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFOROF CING BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE i#5 / b: O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. 8 / ,\�•V'��F�� OND TOP OF BEAM W/ (B #5 BAR BOND BEAM • \Q EACH COURSE G 8x8 BOND BEAM TOP OF • ��0�\� W/(1)#5 BAR .ti; SON O BEAM WD/GROUT GROUT SOLID FROM TOP I .\Y\O U = UNFILLED .p1\� NOMINAL LINTEL TO TOP O BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 �/c 8x8 PRE -CAST CONCRETE HEIGNOMHT TOP LENGTH OFIBAR=WIDTH OF MASONRY g OPENING - 2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x6 PRE -CAST CONCRETE THAT XFX(-1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 20 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 1/4") 8" FROM EACH END AND MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT PRECAST +3 114" WINDOW 2x6 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .3DO MIN EMBEDMENT i 114") 8" 7p, ,LjD" SILL FROM EACH END AND 18" a SLOPE O.C. MAX. MIN 1-1/4" 4 _ m EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT ALLOW SHANK SIZE.145 MIN HEAD BAR TO PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLI. BLOCKING UPPER AND LOWER tk5 MIN. REQUIRED IN BOND BEAM 114.)8.FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 16" O.C, MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL CORNER STEP STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL -T 3 4 G `� SCALE: 3/4"=1'-0 SCALE:117'=1'-0" SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ( ( s I r = SINGLE #5 CORNER A ( BAR, 30x30 TURNED UP TURNEDDOWN INTO STEEL REINF. OF FILLED BOND. BEAM ILEDCELL II I II I U - II II - II 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. 8AR(S), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM _ SINGLE LINTEL, MULTIPLE OPENINGS 34"=1'-0 6 SCALE:00 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesipgroup.com L AA #: 0003325 14 a 333 4n o SuBDIV. A# LrOT: SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 15181 HODELt 4EAB "1672- ARIA" GARAGE STING: RIGHT PAGE: DETAILS 150 WPH EXP. B DaWT .1 A Z: 03/04/20 SCALE: 1/4"=V-0" SLiEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: ,. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN ;EAST 8" FROM THE CENTER OF THE COLUMN, 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO y✓� U U U BRACE TOP OF WALL. U j ,j•� CJi a a EJ7 CJ1 I CJ3 I a nw a 1B nw I ggngw n a nY I aYI Nn a a n n !7Aj.G CJ33 1IIA TACH4-0"LAI1G2xSCABTOCJS a a In TRUSS W/ 10d NAILS 0 6" O.C. CJ5 � (4" FROM EA. ENDlA GT1A 1 .1 .... PRE�FABRICA7EDROOF • •v:v.v---- ®:c. TRL1 MRWO.C.MAX .vs:.:.o.:.s --- s v. v. v. v. v. v s v. �w .®:—.v.vay.vav•—a.vs>s�.vess>�e�a�e�. ..... v. v. v. v.®. .v. v. v. v. v:®... 1A v. v. v. v...v.sem. .a.®. v. v. 1 A2 22"X54' ATTIC I ACCESS �. ®.v. Al A4 AS >4 � A7 A9 .v.v: 1A to — — — A11G 1A d pap mlyyyyyyl a � v. w�i.®.v.v:>m: CJ5 u IIII ' m CJ3 d d n x 1A 4 n CJ1 d d d n a 1A UIWE dp d Z� U J7A w 7 8 8 1 , FRAMING PLAN SCALE: 1/4" s 1'-0" i"I N. RONALD REAGAN St LONGWOOD,FL32760 PH: 407-774SO78 FAX: 407-7744078 www.ebdes)gngroup.com L AA N: 0003325 q 8 4 $ 94 N Q SVSDIV. 49 LOT: SILVERADO LOT 15 BLK 18 PROJECT* 04128.002 15181 MODEL: 4EAB "1672-ARIA" GARAGE 19WMG.: RIGHT PAGE: FRAMING PLAN %150 MPH EXP. B D TZ 03/04/120 8CALE: 1/4"=f-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOFNVALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETAt6 TRUSS ANCHOR WITH (9)10d x i }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE 'ROOFAVALL/FLOOR (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON 842) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", HTSM20 W/10 10d TO (12) 16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9)10d z 1 }" NAILS TO 8", 8" x 4'-0" MAY BE ADDED TRUSS AND (4)1/4" x 2 1/4" DSL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" 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 SVP p2 2" x 4", N A P EMBEDMENT. USED IN r ADDITIONAL PLY MAX. TO (16) 10d x 3 }" NAILS TO GIRDER AND 8" x MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETAt6 TRUSS ANCHORS WI 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS 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 2z SECURED W/ (3) i 8d GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH I )Q SECURED W/ 10d TRUSSES 0 24" O/C, 1 z2, 2z WOOD FASCIA (2) }^ x 5" TITEN HD TO CMU AND (18) BOB }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2z SECURED (3)18d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL N GALV. COMMON NAILS. (2)}" x 5"TITEN HD TO CMU AND (18) BOB }" x 3" IX2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) MASONRY BOND BEAM GALV, COMMON NAILS 12" OIC 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, LA 430 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 "`E `"_' ' TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c 9 GIRDER CONNECTOR(S) SCALE:34"1'-0 (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3) 12d G 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) W-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1)'-X" BRACE Q CENTER TO BLK W/ V2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED IY-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END NOT USED PRE-ENGD TRUSS SCALE:34"=1'-0" 6 NOT USED 5 NOT USED THE USE OF ALTERNATE MATERIALS MAY BE 4 NOTCH DEPTH IWO HOLE EDGE>6/6" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5"D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi 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 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5"13 DBL. STUD STUD NOTCHING NOT USED NOT USED 11 ALTERNATE MATERIALS AND BORING LIMITS 9 10 BDALE:3°"''-0" 8 SCALE: i 1/2"=1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abd"gngroup.com AA M 0003325 Alit b b aysD:v. a# M SILVERADO LOT 15 BLK 18 PROJECTO 04128.002 5181 HODELc 4EAB "1672—ARIA" GARAGE EM NO: RIGHT PAGE: DETAILS %150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING 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 37OC 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 C EACH TRUSS TO BE INSTALLED @ I U-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-W 1441 N. RONALD REAGAN SL L.ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 iE kk 6 rmumm ag Lo'kil SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 1518 MODEZA 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE: 03/04/20 8CAL M: 1/4"=1'-0" ellEET s3.1B (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER G 24" O.C. EA BRACE W/ (3)12d @ . SECURED Wl SIMPSON H10A VTCR SPACING (1) AT EACH END 4 TRUSS (DIAG. BRACE TO VTCR AND 6'-0" O.C. MAX. COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1)'0(" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER PRE-ENG GABLE TRUSS (2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) \ �\ PLYWOOD SHEATHING, SEE ° SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR IId�I DETAIL FOR STRAPPING INFO. IAN tx2 2x WOOD FASCIA CONNECTK)N PER o SEE ARCHITECTURAL TRUSS MFG, 2x SECURED W/(3)16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES 0 24" OIC, 1x2 SECURED Wl 10d SUBMIT SHOP DRAWINGS GALV, COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG°D TRUSS PRE-ENGINEERED 1 W/HIP RETURN 30ALe:s<"''-0 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. L44i N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA X: 0003325 avan:v ae tAr. SILVERADO LOT 15 BLK 18 PROJECT# 04128.002 15181 MODZI s 4EAB "1672-ARIA" GARAGE awMG: RIGHT PAGE: DETAILS 150 MPH EXP. B AI AV SAL GABLE-Ero >I ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (%97) ZONE 2 = 17.98 PSF (2798) ZONE 3 = 33.53 PSF (4153) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT WO 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 *OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.12(Y' 170,DD0 RING 16-2RINGS SCREW SHANK I ER NCH) Sd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE M" 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 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL, 8d RING SHANK GUN NAILS @ 4" 0•C TOP & BOTTOM EDGES J_Q 2 . a Z J � w , C7 LL �7 Z LI J SSQ U O1 io Q Z Ct N az _ U U /7 z Go TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER ORTRUSS -� ROOF SHEATHING --� ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS - 0 6" O.C. IN FIELDTYP. EXT. ` H G A IEATHING(.., TO BE STRUCTURAL GRADE) L 8d RING SHANK GUN NAILS R 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS 012" 0.13N(N FIELD Jj TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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: FBC-R 2017, BM EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/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 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 psl TOP CHORD -non-concurront 10 Psf BTM CHORD-norFDoncumenl DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 pet TOP CHORD Q DO W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 pef BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 50 pef STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED-150 MPH 3-SECOND GUST (ASCE 740 (FBC R2017) EXPOSURE B, RISK CATEGORY IO LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20p8 f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pd. PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pat, SLEEPING ROOMS: 30pst, STAIRS: 40Pe1 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 FOOTING DES pL EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1567. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MU"AGGREGATE SIZE SHALL BE 3W WOOD: PROVIDE 5%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3M. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PRDVIDE84ALCONTIMJOLIS POLYETHYLENE VAPOR BARRIERMEMBRANE UNDERALLSIABSONGROUND WHERE INDICATEDON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND MODULUS OF ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 5 INCHES AY SEALED WITH ADHESIVE THE 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, Wl 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, 651 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER RON 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 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, 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" OC, EACH WAY, REINFORCING STEEL: REBAR SHALL BE ASTM ASI5 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36" 05 BAR - 30" 07 BAR - 42" PROVIDE 36' x 38' 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 BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPVWTCA BCSI V 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 SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL 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. "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5?MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES ANDS FOR STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS STANDARDS JOINT COMMITTEE. PUBLISHED 8Y THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE 'M" OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 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 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM Ab00, GRADE B. Fy = 46 kel. STRUCTURAL PIPE SHALL BE ASTM33, GRADE B. TYPE E OR S, Fy = 36 kel. TUBE AND PIPE 2,500 P31 REGULAR WEIGHT FOR FOOTINGS, AND SEAS -ON -GRADE COLUMNS SHALL 8E CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS. COLUMNS, AND 5" STRUCTURAL TERRACE SIAS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX OE91GII8, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO HALL SUBMITHISTORICALSTRENGTH MITCONCRETE OPOSEDM IX DESI NS, EACHSEPAR T OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL CONCRETE EXCEED PRIOR TO ADDITION BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REOUREMENTS OF ACI 301 AND ASTM C-04 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX LNTIL 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 w MINUTES, THE CONCRETE SW41 NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REOMRED CONCRETE COVERAGE OVER REBAR SKAU BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-112' FOR #5 AND SMALLER Y FOR 08 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALL$ AND JOISTS 1-17C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WIND W AND DOOR BU K FASTENERS FASTENER APPLICATION sim TYPE swm RE1MR(9 APPLIGTON SQE TYPE 9PACRiG REMARx9 tA2 M FURRING TO CABS ww0ENE0CW GAMGE 000R BACK 1M•Ow. TAPCIXJ MA90NRY B t1? EMBED., A• END D*T., MASONRY ICONC. NAIL 11?LONG. e0/C TO IMSONRY/O]NC NO WARMER F/STENER 11?EDGE 019T. SGD, AL.EM.000RB GSE HAgOEMEG_ YdC WINOOWYDOIX _TENED GAMGEDOORBUCK ExPANS--T 3A•CiC r EMBE"'ErooI9T.. 1. PT, SEE NOTES NML 11?LONG. STAGGERED mT0 MA90lSITXbFt. TO MA90NRYAXwC. WASHER 3•EDGE DIST. WNoO oK CAB _DENEOwl - WWCOW/DOMFASTENED METAL BTPPPTo CONTACT THIS ENGINEER FOR SPACING to PT.9EE NOTE. NAIL 11?LONG. STAGGERED I-MA90NRYIQ'INC. MASONRY) GoAG. REQUIREMENTS E%T, SWING o00R (2)(2).'TAPCON' 10•dC 11?EMBE0.8"Ero. NONBEARIN. WOOD 1/a^ EXPANSKxI BA"OTC "EMEED.PENG BUCK 21 PT, BEE ro E B roWA.ER FARTHER DIET., 11? EDGE GIST. -TO CONC. G- .-ER BOLT GIST., G' EDGE DIET. O WwWWBUCx G1GB•PAFA21?A•Ero.ORi.,11? 03TEEL OCL.,9EE w/WASHER eTAGGEREo EDGE GIST. NOTE. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER 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 S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdoslgngroup.00m AA 1F: 0003325 P M I� SUDDiV. as LOT: SILVERAD0 LOT 15 BLK 18 1plm0a=T# 04128.002 15181 MODEU 4EAB "1672-ARIA" GARAGE OWWO: RIGHT PAGE: DETAILS 150 MPH EXP. B DA 03/04/20 80ALE: 1/4"=1'-0" S N1 rE �v 1� w I&