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HomeMy WebLinkAbout35632 Stella Vast Dr99 16 . 0 0 99 1 J ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES REVIEW DATE CITY OF ZEpH RY HiL PLAN EXAMINER 12602 TELECOM CDFiIVE, TAMPA, F=L 33637 Uf Tal: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ./ )a MnnCOM 6M ���M/ -AM I a A n 8= coal -OCCUPANCY - RESIDENTIAL, GROUP RS ABV, ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT. AALTTEERNAATTE M P MEDICINE AMP. AMPERAGE MIN. MINNIUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED DAG DESCRnvnON qlW 6 CD�E 166UED ARCHITECTURAL SHEET DESCRIPTION � 2mIT POC UPDATE PG Cl—COVER SHEET qA6 CD'ERE-166UE0 041" FOOTINCs REVISION PER M. BOUES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :CONSTRUCTION TYPE - VB •M. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vasd=118 MPH • EItPOSURB — B •I —STORY RESIDENCE — •2-STORY RESIDENCE - 11AX. HEIGHT AS PER LOCAL AND STATE CODES CAB. CLG. CLR CONC. CPT. C.T. D. DBL. D.G. DIA DIM. DISP. DP. DR. DTL. D.W. EA. E EQ.Q. CABINET CEILING CLEAR CONCRETE CARPET TILE CERAMIC TIL DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DETAIL DISHWASHER EACH ELEVATION EQUAL MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. METAL NOT TO SCALE ON CENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD FAIR PRESSURE TREATED RISER RADIUS RETURN MR GRIT, REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DLIVINGSR SMOKE DETECTOR SNC SHEETHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C' PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS E2412/IB PLAN MAINTENANCE E3R6J19 R�VIEED LINTEL SIZE AT FRONT ENTRY DOOR 064M ADDED LED L&IT6 • KITCHEN 4 EATHROOM6 PER MARK ['JWE6 CM/I9 ADDED STOW OPTIONELEVATI" V A V IW5/I5 ADDED OFT. V-D' CEILW. HEYsHT M vmo REPLACE USP Ca+ECTORb WITH 6rF" =Nr.EWOR6 eSTATE OF FLORIDADOWNSPOUT PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA SQ.FT. CALC.'S GARAGE I432 eFT. Gl. AR No. 93723 A.B. DESIGN GROUP, LLC. �r 3E Sa Fr. LANAI 56 6a FT. TOTAL 223E So, FT. E"T: F.G./FX. FIN, FLR EX'AUST FIXED GLASS FINISH FLOOR SHHTH SIM. S. SL. GL. STD. SHEATHING SIMILAR SLIDING SLIDING GLASS STANDARD PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FLUOR. E G, GA. CAR DISP. FLUORESCENT FWm1GFRENCH�R GAUGE GARBAGE DISPOSAL SwS TEMP. THK. T.O.C. SHEAR WALL SECTION TEMPERBDGLASS THK7C TOP OF CURB PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.I. GL. GYP. BD. H.B. H.C. HDR. HOT. HT TNT. GROUND-FAULTI INTERRclRculr GLASS GYPSUM BOARD HOSEBIBOTHERWISE HOLLOW CORE HEADER �ULATION INTERIOR T.OS. TYP. U.N.O. VP. W. W/ WD. Wow. W.L TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED VAPOR PROOF WASHER WITH WOOD wnTDOWEATEc WROUGHTIroN STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.lA—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.iB—DETAILS CLARIFICATION. PG S3.1 C—DETAILS AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN PG SNi—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONS03I22TY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN OL LONGWOOD, FL 327W PH: 407-774.8078 FAX: 407-7744078 www.ebdeftngroup.com AA x: 0003325 � Irk BUDDIV. ae LOT: SILVERADO LOT 2 BLK 19 PROJECT# 04128.002 02 91 MODEU 4EAB "1672- ARIA" GARAGE OTFING: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2017) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 950%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED Wf TH SOLID WOOD DOORS NOT LESS THAN 1 3/8 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 i" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %4NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL STATE OC AND SAE 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 CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT , SO. PLUIIIIIIIIIII611 1. SANITARY LINES SHALL BE F CAST IR N R PVC (SCHEDULE 4 A APPROVED BY THE BUILDING OFFICIAL. O C S 0 0 C (SC U O) S 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %I PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWIER 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 COVEROM 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 FIRM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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 - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND 11703.7. FNtE REISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdoeigngroup.com L AA M: 0003325 E J 7 a BUDDIN. & r.OT SILVERADO LOT 2 BLK 19 PROJECT* 04128.002 02191 MODEU 4EAB "1672-ARIA" GARAGE BWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B R /E 51 a 03/04/20 MCA=: 1/4"=1'-O" BHEET GN (2) 3052-SH (2) 3052-SW -- 011111�10 oE1111111111Upio - ��oII111110 o aPo a -- - - �All 4 F. - olll�,a oIIME18i4 i M i - � o - - - o •• AD u IRE WE - 1 ms7Mm �r� i ._ i ® ._ ^..,. 0 �. . DOLLARD AS REa PER BLOCk CODE 1 0 - �i ■il' i '• I' o OL - - - :1 011�111lB110 lowiff:'0 oi1111101 011111"0 ollom o!IOo SQ.FT. CAM'S LIVING 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 96 SQ FT. TOTAL 2238 SQ. FT. BFOa1Ea� ✓£001D�18 Qll f BOVINE ME 1mIRIMVA MM NDWWPE PwAOE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 OR. MI?,L CRITERIA SGD. MIN. 41 5 23/-28 CRITERIA W010 OIID. la 5 20.4/-22.1 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFFIIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00NWALDOEOWN C r DBL. TOP PLATE 9 0% BAR DETAIL A &CALE.1/1'"I'-C' e s DIM. VARIES ARCH DTL. ,_,-),!ARCH SCALE:1/2. I'-0' FLOOR PLAN SCALE: 1/4' . P-O' 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 EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR& NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE PIPE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngfoup.com AA M: 0003325 M L Z 8J O cl 5 >,UNDM a. Lo� SILVERADO LOT 2 BLK 19 PROJECT* 04128.002 02191 MODEXO 4EAB "1672-ARIA" GARAGE BW U40: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B RIC I. RDFT DATIM 03/04/20 SCALE: 1/4"=1'-0" SHEET Al BLOG. HGT. b' RAISED BAND\ —� \ b 12 4' RAISED BAND OPT. COACH \\ LIGHT r11170 NOTE. WALL FENESTRATION FLASHING AS PER FI5CR R103A FRONT ELEVATION S'-S' BRG. W.T. S'-S' BRG. HGT.s SLAP SIDING AS SPECIFIED (TYP.) /-4' FMIZE BAND (TYP-) fib' TRIM BOARD (TYPJ ob'-O' BRa HGT, DECORATIVE SHUTTER 4' RAISED BAND (TYPJ O�IN FLR. 0' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 • I'-& TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT 'a 0'-0' FIN. FLR ''' RIGHT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH II /ORIDGE FT b AREA OF ATTIC 2235 5Q FT. NET FREE VENTILATION AREA REQUIRED V 3DO REQUIRED VENTILATION AREA = 22M/300 = 7.45 VENTILATION AREA X SC, INCHES PER FT,(144) = 1072.8 SO, IN, MIN. REQUIRED VENTIIATION .5X wnz IN UPPER PORTION OFATTIC 536A SO, IN. OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT SM.4 /315 TOTAL#OFVENTSREQUIRED 4.66435 TOTAL#OF VENTS PROVIDED = 5 'AREAOFATTIC IS THE PEMMnER OF THE MOUSE, LEA THE OVERNANG EXTERIOROF WAIL TO OMRIOR OF WALL NO OVERHANGS INCLUDED a LEJ FERFE-1 M M IMM ILWA REAR ELEVATION WALE: 1/4 • I'-0' TEXTURED FINISH ' S' BRG. HOT. _0'-0' FIN. FLR u 'd'-S' BRG. HGT. BRG. HGT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com AA N: 0003326 J o SILVERADO LOT 2 BLK 19 PROJECT* 04128.002 02191 MODEZA 4EAB "1672- ARIA" GARAGE 8WING: LEFT PAGE: ELEVATION ,FCFF 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e Nw OUTLET 20 or ENSLE POLE IIOV OUTLET IIDV CURET V2 OF emu uRm To EWrow -tiQ•� ON _ lov OUTLET �V � M IMU" R (TAMMM � j ItNSTANT Ty") 221111v OUTLET (4) ERE CONNECTION IIr U�EM. INTEUTROOF CuILEr GROUND FALT eaERwIPIu awrcH SWRCN I -WAY OPER. 6 OUTC 4 4-WAY OPER 1-,e NALL MaLWED LIONT CEILNO LIGHT © LED as LIGHT LED VAPOR ©„I, PROOF LIONT O VP VAPOIe PROOF LIMIT Op RIICl4ED CAN evow. PAN I CRT PER em R. VOW. PAN WLIGW I aT Pu ba ". Fl (SPEC'!* TEO 6T DULJNM ® R AROUN WRM AROUND Artouo (EIErACE MVTJ 4' MR ILUOINO y •�-r-a-v-� 8 4' 1RACK LOW Q PANEL db METER O bD. SMIOCE OFMCWR SIATT eArAc.uP IILtlA�IYR WALL MOINTW eMOKE DETECTOR ® g/Gp causal c DETEOTOR C0 eO SHALL W A 00TANOE OF NOT LEw Tmw 41 FROM a" PECANT LIOHr u� NATURAL OM Ounst ► TE AMAC Ne JACK WATER IAATM 7PAlEdYA3Q pUCO>EGT 4M CONVITIONNIS DRCONacr sa Aw CN ' TELEVINON JAOK LN6 O TO SE SU•IroRraD N AGCOI�AlC! YV OOX J•EOX MAIM AS su04 POR LM EON CELINO FANLISNT TO M SUFPICRMO N ACCOICANOE V ■oN MARmD Ae ww FOR popgacTiom Gip 24• INCAeoUcort LIOM ~ �ppOII4 "' NCANDesraNr LIOMT sTRP 4w aOANDaec w LOW STM- ROOD LIONT ECIeaTT KETPAD • PAL Puw-MMON roR CHMRp use PORT • LOCATION OF TV JACKO A PHONE OUTLEr6 4 PANS TO BE VEM4E0 • WO EOUNER PRE-CONOTRUCTION MEETING. ALL & 4 20 AMP SRMICH CRGEM TO W AIeC FAULT PRDROTED PER ELECTRICAL FRONNONO Cr MM AtN SDrcIeN (xnr a rare glen 2ela EDIrUOL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI . ISLAND (NOT ON KRCIEN CIRCUIT) oIENUAG ER wSCONNECT TO 0111 LOCKOUr N PANEL • BATHROOM E04411ST PAN TO HAVE MIN CAPACITY OF SO QT1 NIEl7TTEA PER ELECTRGY. PIQDVRIONS OF SECTION MlOTJI •LAUNDRY ROOM RECEPTACLE SHALL SE OROUNO FAULT CIRCUIT-OREFO PTER PROTECTION FOR PEROONJEL O(FEEDER6 • IYRNG METNOG SHALL a NON METALLIC CABLE PER ELECTRICAL PRDNNOl6 OF FBCR ATM ED (2e1T1 • ALL WORD TO COMPLY U2TN ELECTRICAL PROVISIONS OF TIE FetAe ATN ED (•1eM1 • ALL LAMfaA SNArJ_ eE OR1e.GTlD 6T eIILMR AND Tef dr LNNTNO MIIET U•J! RER HIM. 111`11111111�16Y (RESIDENT — OWNER'S SUuff I m PRE -WIRED \\ CLG FAN \ HOOD WIRE W/ OUTLET FOR e FUTURE MICRO. t/c, \I ' ABTCM EIN W.I.C. 1 OITCHE p0�T.T� 1 �j ! i � E4 1 I 1 II � I //I— `_ /� �I ------ - F�--•�----� I'-C-.tfl I ! BOLLARD ----- / / ■ AS REa Lam' WALL MOUNTED • CODE LIGHT W/SWITCH IN ATTIC i KEYLESS FIXTURE METER GPI FIELD VERIFY a CLG OUTLET LOC. IRRIGATION OHO OUTLET • 10' AFF. GPI GARAQ ------------------- I I PRE-UNRED CEILING I CLG FANS` MTD. LIGHT TO BE INSTALLED, I PROVIDE J-BOX FORT OPT. FAN LA C`. 2 ` PRE -WIRED i CLG FAN / GREAT ROOM I I ILAS�I \ II / II/ N \ 11 II 1 I I P.B. FOR I I \ GARAGE 1 II \ DOOR I I 1 II 1 ! / II II I I II II ,A I I I L I LED LIGHTING C@ SINGLE LAV. • BATH e2 BDRM a113 I L 1 1 PRE -WIRED I ® I 1 CLG FAN I I ATH I L I I - LED LIGHTING L DOUBLE LAV. - - - - - - OWNER'S BATH SD. v' \ `r' \\ -1 P.B. FOR `\1, MIMES / 1 1 PCLO 1 I I LG FAN PAN ----------------------- OPT. � COACH LIGHT ELECTRICAL PLAN SCALE. 1/4' • 1'-0' V6lP Panel MAIN -A !"7r!"7f"7!^^^.:��'.T'7[i!r7 raEallE�����o [T"�7t',T�E�•�!r:'�.Sf!!t7'7t"!!f• Ev�A?T�IIIIII��� E�E!•�E*'�E�O O IrafElllas�l�s�ss?��© IE�eTEIs�s�mnr�s�>•Io IO��©�� 0 IrsvEllls�r-r �T• • ���m sT�sT ter-•.�E�aE�a ETFfiEift3^['S"�MP7LT'•��F'_'�E2Ff E�EIsm^�lom E���T�•7���F!• rT Ea�Ttmlx�l �� i "EsIIIIIN E(3•IT�IIi7iEl.TC! E. =scZ VIIII �����® IIIIE�® ®t"»�EffEl 00GR•I'Tf""fS�""'Tr�� �S� !BI• S 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COIMPLY MTH ELECTRICAL PROVISIONS OF THE PBCR 61H EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REGUIREMENTB. B. ALL CONDUCTORS SHALL BE TYPE TWHWTHLN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE ISO AMP, D0Q40 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE E 9 COPPER (CU) N I -IA" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 42A0 ALUMINUM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UT14 THE ELECTRIC COMPANY PRIOR TO BID. I PROVIDE 34/0 CU, THWN • I% CU IN 2' CCNDUIT OR D •4/0 AL, THLN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT S OVERIIAMij COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA SR ENCLOSURE IDOA/AP TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMNAL AT LCW VOLTAGE CONNECTIONS PJO AMP P/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE 04TRANC41 IWIPMENTT 1 A4 CU SERVICE GRAND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL. PROVISIONS OF THE FBCR AIM @DITION (201T2 DIV' DIA X & PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAK 407-7744078 www.abdosigngroup.com AA M: 0003326 tMDIV. Ac LOT: SILVERADO LOT 2 BLK 19 PROJECT* 04128.002 02191 MODE 4EAB "1672— ARIA" GARAGE SKIING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B II I II I II j I i I I I I j I m r I O O -- I I t I ii i ii i 1 - - II II 9 • ilI N I r s • Ii m UI II I I IV- I I II II II I I II II II — --- N Q OND I L N N � PLUMBING PLAN SCALE. 1/4 • I'-V 2' V.TRk I IR)rl 2' 611NKHu1/ AUTO VENT I I/2'^�// 2' V.TR �IpI �I I/2' 2 2 I I/t,l 2' r TUB c i I I/2' / / �I I/2' LAv I I I I \ \ 11/2 /� 2. I I IR' ----Y�I 3' I I 31 „ 18HWR AV. AV I WASHER �3, PLUMBING RISER DIAGRAM To d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 1 = V a� MIMI aUBDIV. Ss LOT SILVERADO LOT 2 BLK 19 PROJECT 04128.00 02191 MODEU 4EAB "1672— ARIA" OARAOE STIINO: LEFT PACE: PLUMBING PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EOUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS SHALL BE 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 FBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL DE APPROVED UL 181 CLASS I AIR DUCT AS PER WPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FDC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6714 EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR PIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL ISE PROVIDED WITH BALANCING DAMPERS. II, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING O C PLENUM T y AIR SUPPLY y AIR HANDLER b EVAP.TRAY y NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ERIOR WALL RETURN SUCTION AND LIQUID REFRIGERANT LINES 'RIOR WALL PVC CONDENSATE DRAIN LINE SLEEVE TO LINES BELOW SLAB LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPGONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 18XI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • @' FROM STRUCTURE [EE SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG COWTERBUNK CD. PLUG SEE SPEC. I'-e'X6' CONC. I I FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO BOIL WADE 8240-K JOSAM 56000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC INV. SITE PLAN TSITE PLAN v4FL00R SLAB CLEAN -OUT (TY-P NEXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN SCALE: V4 . 1'-0' 1441 N. RONALD REAGAN BLVM LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmup•com L AA B: 0003325 14 1 9 ITITI mm BULTHDIV. At LOT: SILVERADO LOT 2 BLK 19 PUR:OJECT# 04128.002 02191 MODEU 4EAB "1672-ARIA" GARAGE BIIING: LEFT PAGE: MECHANICAL PLAN %150 MPH EXP. B Q MINT DATE: 03/04/20 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PLAN IV PRE-FAB TOM 1/2' GLG. BOAI® ATZ V2- DRYWALL TOr ISECURE IST 2X4 WOOD I -LATE O AS STUDS 02V Y I D.C. KAL C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FM. FLR Y � ' I TYP. INT. WALL (NON- BRG. ) D 1 SCALE. 9/4' • 1'-O' FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.IU ON I}' O.S.D. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—/-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLPL L 1'-m' TYP. ON. W" wa ORAL w Les Y we elsH,nree�e La ,Qy r mn a. ea. ooD epee r2'-NGAS LINE THRU BLACK ur•r-r N• TWM 2 COAT - rO1ULAlD Co'O/T RA np ArrL1® DUMMY TO KAe0NW TO ... noon 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'■1'-0' eel! DEAD C"i m D TO I" roe r w mm FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBERI'sLA88 SHINGLES SYNTHETIC PRODUCT, OVER "FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES OR SYNTHETIC R905.1.1 ON J' O.S.B. OVER e30 FELT PAPER OR PRODUCT, INSTALLED SHEATHING OR }' GDk SYNTHETIC PRODUCT, INSTALLED PER SECTION PER SECTION RW5.0 PLYWOOD SECURED PER RWS.15. ON �' O.S.B. SHEATHING FASTENER SCHEDULE STIF814EAT ON 1O k C OR } CDX PLYWOOD PER STRUCTURAL AT ALL DETAILS SHEATHING OR }• EDX /a, GYPSUM Bo PER BTIFUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR 1/2'WrW FASTENER SCHEDULE r_pRE_ WD TRUSS STRENGTH CLG. TYp. TYP. DOARD REFERENCE MTL. DRIP EDGE ON. I Oa#. MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS FIR PRE- TRUSS CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR PER ELEVATION MTL. DRIP EDGE PRE-ENG GABLE TRUSS INSULATION R-VALUES PRE-ENG GABLE TRUSS 2x FASCIA PER WEEP SCIREE1 4,PER ELEVATION WEEP SCREED ELEVATIONS 2x P.T. SECURED PER 5/V GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HKsW STRENGTH GLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT �AS PER MANUFACTURES SP SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACI-IM ENT REFERENCE 5TRICTURAMANUFACTURES 6PECiF CATIONS ART, ER APPLIED SCEMENT DIRECTLY TO MASONRY RENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' OG Ix2 P.T. FURRING IR' THIC}G, 2 GOAT PORTLAND STRIPS • 24' O.G. g, Cru CEMENT PLASTER APPLIED I/2' GYP. ILL. BD. DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2' GYP. ILL. BD. PORTLAND CEMENT WOOD RASE ' CMU �— WOOD BABE PLASTEAPPLIED DIRECTLY TOMASONRY 0'-W FIN. FLR A a .a a ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE• PER SECTION 805.1.1 - FOR ROOF TO LESS THAN 4:12, A 5 1-STORY HIP BLOCK WALL (2)OLAAYERIUNDERLAYMENT SYSTEM l SCALE, 3/4'•I'-V' 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 48643 TYPE IV, OR ASTM D 6151 N. FLR � - FIN. FLR d a S' a UA. .a a n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING �1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL .� SCALE, 3/4'•I'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWgroup.com AA #1: 0003325 bbb II��11 aIIHDIV. Ar: LOT: SILVERADO LOT 2 BLK 19 PROJECT/# 04128.002 02191 MODEL: 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B pp.MT DATE, 03/04/20 SCALE: 1/4"=1'-0" a*== D1 MIN. © \L9ECLIRE 2X4 ON-J FLAY TO SILK W( CUT NAILS. SIDES, 2X& GARAGE DOOR DUCK WW (5) F JVXS' A -MOLTS 4' 010SOI'EW MIN. W 12'X2'A WASHER AND KW SPACED SYMY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X& PT MOM • CENTER OF DOOR HEADER WRI)AW' J-COLTS 4' EMDEOI`NR WV 2')O')W WASHER AND NUT. MANPACTUREW8 INSTALLATION INSTRUCTION WERE SUCH INSTRI=IONS ARE MORE STRINGENT GARAGE DOOR (BUCK ATTACHMENT ecau. vr.r,r I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %-X4' MIN. SECURE THA!FRAME 4 EXTEND I-Y4 INTO BLOCK a W/ %' TAPCONS (MIN. SHANK SIZE .H9 MIN HEAD SIZE 300 MIN. EMBEDMENT 1-)4- WITHIN 8' OF EACH END 18' O.G. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 0 +5 4 A SCALE, N.T.S. 2X4: m SECURE TO BLOCK tLV TAPOONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:= SECURE TO BLOCK W/2-%' TAPCONS(MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' CF EACH END 1 8. IV O.C. MAX SPACING. Yi• 2X8: ma ❑ I'X SECURE TO BLOCK WR-i(�' TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4J WITHIN 8' OF EACH END 4 CM DRYWALL 4' OR I'X2' P.T. NAILER OOR CASING OOR JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. 18 O:C. MAX SPACING, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1/�2" %1 WINDOW TO BLACK +1-1/2' LE: RT.8 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X NOTE, 18' Or -MAX SPACING. BE ON OUTSIDE 4 2X64am SECURED THROUGH SECURE BLOCK W/2-%* NON-STRUCTURAL %' IV MRNT (MIN. SHANK SIZE J45 EPCON EMBEDMENT INTO BLOCK M MR HEAD SIZE 39PP CMU MIN. EMBEDMENT I A-)8' DRYWALL WITHIN S' OF EACH END 4 16' OjC. MAX SPACING. R 'X4' OI'X2' P.T. NAILER 2X8:m Q SECURE TO BLOCK W/2-%- 7(r' OS$. X 4' MIN. TAPCCNS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IX-) ATTACH TO 2X PER WITHIN 8' OF EACH END MANUFACTURES DETAILS. 18' Or- MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK + WI1-15/1�" n WINDOW TO BLACK +1-15/ 8 E, N.T.C. 2X4:m SECURE TO BLOCK W/ 2JIH,' TAPOONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 30P MIN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR-%- NON-STRUCTURAL %, TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') B. cm WITHIN 8' OF EACH END 4 )S' DRYWALL IS' OC MAX BPACIhIG. 2X84= ❑ I'X4. OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE 145 4 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' of EACH AND 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) WCK221 IAK+1rWDOW TO BD SCALE: N.TS. 2X4= SEA BLOCK W/ V STO (MIN. SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END NOTE, STRUCTURAL 2X Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH NON-STRUCTURAL VTABS BLOCK TAPCON MIN. I-Yi (MIN. SHAWL SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XSI I SECURE TO BLOCK UN2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" E SCALE, N.T S. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 01 O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2XG, a SECURED THROUGH SECURE TO BLOCK W/2-W,- NON-STRUCTURAL V,' TAPC tWMIN. SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8. Cm 8' OF EACH END 4 Jf• DRYWALL 181 OC. MAX SPACING. 2X8:ma D 1'X4' OR I'XT' P.T. NAILER SECURE TO BLOCK W/2- SECURE TO TAPCONS(MIN. SHANK Sr1 TRUCTURAL MEMBER J45 K2I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 AEINC) 4 6' TO. S' O.C. MAX MIN. EMBEDMENT I Y4 )CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' O.C. MAX SPACING.TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" n WINDOW TO BLACK +3" LJ ALE= N.TJ3. 2X4= SECURE TO BLOCK W)A4' TAPCONS(MM. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 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 2)(r' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4 TAPC0WMK SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49' DRYWALL WITHIN 8' OF EACH END I8' O.G. MAX SPACING. 'X4' OR i'X2' P.T. NAILER 2XS4 SECURE TO BLOCK W/1-Ya' O.S.B. X 4' MIN.TAM" (MIN. WANK SIZE J-0DOOR *AANUFACTURE6 CASINGMIN HEAD SIZE 30V MIN. EMBEDMENT I Y4JOOR JAMB OR WINDOW WITHIN8' OF EACH ENDTTACH TO 2X PER ID'O.C. MAX SPACING. DETAILS. .iem w, p NOOaD m R+..W. roo,n, OaCOD1H9 DOOR JAMB TO BLACK +3-7/18" WINDOW TO BLACK +3-7 8" C' SCALE, N.TA. 2X4= SECURE TO BLOCK W/Y♦' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 1 NOTE, STRUCTURAL 2X W3. O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL W6'TAPCON MIN. WV(MIR SWANK SIZE .145 MM. SWANK EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I )4) 8' CM WITHIN 8' OF EACH END 4 J4' DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XIS > SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 ;ACH MIN. EMBEDMENT i Yi) pJAMB OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) nDOOR JAMB TO BLACK +3 3/4" WINDOW BLOCK +3 3/4 " H SCALE= N.T . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngmup.com AA M: 0003325 ffa]]i t 6 b 64 9 BURDIV. 4ti LOT: SILVERADO LOT 2 BLK 19 PROJECTp 04128.002 02191 IMODEL' 4EAB "1672- ARIA" GARAGE SWIIING: LEFT PAGE: DETAILS 150 MPH EXP. B a �ml�Im�a D TE A3/04/20 SCALE: 1/4"=1'-0" SHEET 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 10441.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 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 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.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 30 YEAR 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 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.•bd•signgroup.com L AA S: 0003326 QQ BVHDm Ae LOT,. SILVERADO LOT 2 BLK 19 PROJECT #► 04128.002 02191 MODEL: 4EAB "1672-ARIA" GARAGE 8VWG: LEFT PADS: PRODUCT APPROVAL LISTING 150 MPH EXP. B DA�TW. 03/04/20 BCALS: 1/4"=f-0" 81iSST D3 OGItlLD MIW •IR.A ®^aa O L--- R.A 7. aarAN . A aaAsa. n.0 ® KICKOUT DETAIL ® l►OLD MI•IC. R.A i aarAW • A. a x aNAN • Pt. e ♦ repo ►r. c OVM Pr. a TLL Fr. c T wl" r r 0 .orra, •raa wiaa na+r aaAL. POW, pQ wmcw. X) am Wop i ADOW ara • aomcm I WAIL R.AsHm y :-Off FLAMM tas wym Twu sa& newo am .a.oHa QQ-rOr ar, a~"A4L.O1TQ1 rQ flow WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL 'LATH (FRAME ONLY) LAP WRB s TAPE OVER atnrxnuei i ar 1 Z 5'X5' 'L' TYPE CONTINUOUS L Z — 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 LATER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - ------- BUILDING PAPER) METAL LATH x-x-x-x STUCCO fT� SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-841-01B, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 6 L !;#A svBDIV as LOT SILVERADO LOT 2 BLK 19 PROJECT# 04128.002 02191 MODEL. 4EAB "1672-ARIA" GARAGE 8TIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — ------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2,=✓ L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F)B DRYER VENT (BLOCK) 6UILONG PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHNG (METAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLd \VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5AC1G- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENNG IN APPROVED HOUSEWRAP FOR IBOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS COX, APPLY TO FA EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND MTERSECTIC WOOD SFEATHMG WR6 LAYER M, STUCCO WRAP WPM LAYER 4, FORTIFIEER SUILDMG PAPER FETAL LATH �ASTEM TO LL�OOD STRICTUTAL M139EER • T' O.G MAX TOJi' C+m-nuj i it ADHESIVE FLASHM6, CLEAN MASONRY EEFOR APPLYMG ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 STEP 05 STEP 0(o @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWgngro+P-com AA N: 0003325 y P 11TH L. �o aysiasv as IAT: SILVERADO LOT 2 BLK 19 PROJECT# 04128.002 02191 1[ODmu 4EAB "1672-ARIA" GARAGE BVnNO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (LURE LAYER +'I, STUCCO WRAP) UJRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1000D SHEATHING SELF-ADHESIVE FLASHING — — — — — k2y2'* CORNER BEAD (FASTENER 4 SPACING ® I' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� p\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 t Ilk �o aysa:v as LOT: SILVERADO LOT 2 BLK 19 PROJxCT* 04128.002 02191 MODZU 4EAB "1672-ARIA" GABAOffi 8TaNG: LEFT PAOZ: WALL ASSEMBLY DETAILS 150 JLPH EXP. B m a TZ 03/04/20 SCALE: 1/4"@1'-0" a MET WA3 woof AT meterlve / \ 0"TWER m"TWE ,4 / !X r YR[v`ELALA eIDMa 6PDEL9L"k.AAAASP / OGWTH�ER ""6TlyS STARTER STMP / \� \\ VEAMER RE.8I61ivE I GALV'P METAL GALv'P METAL 'T PLASNMG '2' R.AS14M6 on D P TOM MEMIM - X ' 0 � STRMa MET'LIER \ � / OR APrMVEGAP D SEAT SIDING TO STUCCO ® BLOCK TO FRAME 1�TRANSITION 1� NOTE. METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-09, MIN. 2.5 LBS. PER 60. 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 — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 h P FRgYC � J 0 n SVHDM ae LiOT SILVERADO LOT 2 BLK 19 PROJECT 04128.002 02191 MODEL& 4EAB "1672-ARIA" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B vv`♦ / \ - -- ----% 2x6 SUB-BANb W/I'x4' NOTCH -li j END, WRAPPED IN --------------- ------------------ PEEL 4 STICK 1' DRIP EDGE tl\ , --------------------------- /i I/g• -1/8' TEXTURED i \ FINISH w WOOD I \ \\ 11/81 1/2' TEXTURED FINISH 40 CMU / \ .T• 1/8' TEXTURED l FINISH a WOOD, V2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP TWO G =SHEATHIN WRD LAYER h, STUCCO WRAP (FRAME ONLY) WRB LAYER 4, FORTIFIDER DUILONG PAPER (FRAME ONLY) 2X6 SUD DAND )[ ROOFNG CEMENT DRIP EDGE METAL FASCIA \ a / ' WRAP V FROM \\ I I STUCCO, 1' FROM \ ----------- ----- ----------I I ;' / WOOD WALL \ \ -EXTERIOR WALL \\ (FRAME OR CMU) \ \� NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ - -J: po- ®ELEVATION ®PLAN A METAL KICK OUT ©PLAN e ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) -1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/i'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT e 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 Wl%*x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL 0 WALL W/KICK- OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT Is ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.com AA Y: 0003325 11��11 aubrom ag Lotil SILVERADO LOT 2 BLK 19 PROJECT# 04128.002 02191 MODMIU 4EAB "1672—ARIA" GARAOS 8WUM: LEFT PADS: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B EXTEND / SLAB 1 1/2" 3 — — — — — — — — — FM-12X18 . FM-,2X12 .1 1 4" CONC. 1.1I SLAB NI I FI '7I o g W 431/2 �42'-6" I 9 6" 71 �r D - FM-1 �. 11 D,-0" � 1" PVC CHASE FOR ELEC. 0 ISLAND SLAB �IiIIII(I 19-0" .o 1.1 4"PVC CHASE SLAB A =EXTEND • 51/2 4"CONC. SLAB QO F�.IIIIIIIIIILI 1T-8" 4" Z-8" 18'-0" I?t SLAB n I� I� I ILL W IF- 1 2 O EXTEND �i 1 112" 1.1 SLAB FM-12X18 4" CON[ n't 6" 3'4"6"SLAB J --31/ 7 1l2 1.t AP 1 FMC-12X18 FMC•12X18 FM-12X18 1.1 , L FM_12X18 — — — — — — — _1•t FM-12X12 — — FOUNDATION PLAN SCALE: 114" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS.' SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NGVD. S. 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. 11.0INDICATED #5 BAR, [!INDICATES #6 BAR,MNDICATES #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: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS . WI A.1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 19, - (2)#6s - (+)0'-0" FMC-12x18 12" CONTINUOUS 16, - s - VARIES F-2424 24" 24" 12" s s (-)0"-4" FW1202 12" CONTINUOUS 12" - (2)#5's (-)0'-4" TE-1 8" SEE PLAN 8" - s - •.0" *FOR EXTENDED FOOTERS DETAIL REFER TO 12/S1.lA 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX- 407-7744078 www.abdeslgngroup.com L AA #: 0003325 P QQ bbb atmDLN es LoT SILVERADO LOT 2 BLK 19 PROJECT# 04128.002 02191 MODELA 4EAB "1672-ARIA" GARAGE BWMG: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B L VI/f NO 93M i DA 03/04/20 aCAXX: 1/4"=1'-0" SHEET si 30" MIN. EACH WAY L --__ --MONOLITHIC FOOTING m STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS SPACING REQUIREMENTS �w a m V W .j'�e. -7� °". GARAGE DOOR /W � RECESS FM Q <a/J Z B" CMU WALL O y 8" CMU WALL .. f CORNER BARS, SAME SIZE AS BAR w uJ e" o �� Z �O - +- 0'-0' IN FOUNDATION WITH 30" LEG EACH J W U M p-p• • WAY AT ALL CHANGES IN DIRECTIONS N y TOP OF SLAB • TOP OF SLAB .. I .. "I SO THAT THE STEEL REINF. IS CONTINUOUS • � . �. ---r�"-•--ry-•-• � MATCH AMOUNT OF CONTINUOUS BARS CURB FOR aBAR PORCH SLAB '•, SEE SLAB SCHEDULE SIZE 48 BAR DIA.EXT. 4" CHAMFER (1-STORY) ,B" EXT. PORCH SLAB ...� - VARIILMASONRY SLAB SCHEDULE TOP OF GARAGE 4" STORY)0'-0" 7(.R o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE=p, UNITS SET AT ELEV: W/1/2" ISOLATION _� JOINT (WHERE • • 6" CHAMFER (2-STORY) #4 24" W/ 1/2"ISOLATION' 6" STORY)APPLICABLE) Z SEE SCHEDULE 30" JOINT (WHERE APPLICABLE) s: • i EE#5 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE„ FOR WZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY BTY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO #T 42" .AND EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4•'=l'-0' G3CALE:34'=,'-0" @ ARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL WI 16d COMMON AND NAIL W/ 1Sd COMMON HEIGHT NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2'• CAPPED S NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE W/FLANGE BASE � SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP 112W WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. 0 o- I EPDXY, MIN. EMBED WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 8", LINO - Q PLATE EPDXY 5-1/2" EMBED. MIN. @ 18"OC SLAB W/i Od MASONRY 9 Q FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 16" O/C STAGGERED. = K SPECIFICATIONS FOR N ¢ BTM AND TOP PLATE ADDITIONAL METAL [A USE AND I ANCHORS W/ 10d x 1 RS SECURE FLANGE TO m PREPARATION OF O v COMMON NAILS FILL ALL ALL REQUIREDCONNECT WHEN N REQUIRED WHEN N. SLAB W/(4)1/4" X 2 1/4" TAPCONS HOLE. w /n HOLES, DO NOT USE 10d LLI- to UPLIFT S PRESENT. w C x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE O}, pQQ Q ,� _ . 0 • • . TOP OF SLAB . 0 0' TOP OF SLAB 4'• CHAMFER (1 STORY) • 6" CHAMFER (2-STORY) a„�� a a�_ ,�_• _a Lt: a•a 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 MONOLITHIC FOUNDATION CURB FOUNDATION WOOD WALL o INTERIOR CURB FOUNDATION WOOD WALL 6 ,INTERIOR V SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=,'-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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0 a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL LU 16" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO /n O 8" CMU WALL UPLIFT IS PRESENT. Z .I• POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TVP.) " " TOP OF SLAB SEE SLAB SCHEDULE _ 2X WALL FRAMING w SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0' TOP OF S. • 2 bo Z - • "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX ...°a, POURED MONOLITHICALLY WITH T --3� FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE ,.-� FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 BDALE:34"=,-0" (NO UPLIFT) 10 SCALE: 3l4"=V-9' SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 wwwsbdeslgngroup.com AA M 0003325 J 5 8v8DM a• LOT: SILVERADO LOT 2 BLK 19 PROJECTdr 04128.002 0219 HODELc 4EAB "1672-ARIA" GARAGE 87IING: LEFT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD REAGAN 8l LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com L AA x: 0003325 1 YYII q avBD:v. ae MT: SILVERADO LOT 2 BLK 19 PROJECT# 04128.062 02191 MoDEr1 4EAB "1672—ARIA" GARAGE BMXG: LEFT PAGE: DOWEL PLAN to.150 MPH EXP. B PRDQT 03/04/20 DATE: aCALE: 1/4"=1'-0" MIZET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM a CLEAN OUT REQUIRED KQ FOR INSPECTION co <1 17 +� ( T10JERTICAL REBAR 2 TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z 0: #3 18" > #4 24" M UU #5 30" #6 38" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=T-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a mW U v� 00 0) Z 8" CMU WALL g TOP OF SLAB n TOP OF SLAB SEE SLAB SCHEDULE Z I�u d a • " EXT. PORCH SLAB M#7 48 BAR DIA. > e 4" CHAMFER (1 STORY) 18„ W/ 112" ISOLATION 6'• CHAMFER (2STORY) JOINT (WHERE 24" APPLICABLE) Z_ MATCH STEEL 3ry 6" PVC CHASE 2 REINFORCEMENT 38„ PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3!4"=1'•0" #6 BARS ,,S„ S�1-. El - CMU UNIT DIMENSIONS m ARE NOMINAL SIZES • 3 MASONRY SYMBOLS SCALE: 31C=V-0" 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-774-4078 www.abda#IgngrouP.eom AA N: 0003325 m R40 0 t 3E sunDIV. ae LOT: SILVERADO LOT 2 BLK 19 i'+ROJECT# 04128.002 02191 1[ODEL: 4EAB "1672-ARIA" GARAGE BWMG: LEFT PACE: DETAILS 150 MPH EXP. B DRMT ATE. 03/04/20 SCALE: 1/4"=1'-0" 8*1EET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" • x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DES FUFn� REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE XH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1 SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �`M6r SAFE LOAD - POUNDS PER LINEAR FOOT m SAFE LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Bt% _ _0 91*0 1P114a nod OU40 ePs4 eraa4 _ - TYPE LENGTH BUS FeLENGTH RCMU TYPE aa-4r Isar W124T vim aiMIT sst6Hr 1HM,T wnzr 02WT a94ar ~T onrr OF Mtr awar 3'4' (42') PRECAST 2231 3'4' M PRECAST I= 1024 139a 3'4• (bz7 PRECAB'f ter 21ss sm a14 m2 Imaa 7oa, fm 2a6 am 4m an $132 74t 4-4r (4S') PRECAST 1966 V4' (41n PRECAST 706 7B3 1300 4'4' (4a') PRECAST tm 224 1012 W6 4M 6m 4oA 1m zm = W6 4m 6m am 44' (R-) PRECAST 16W 4'4' W-) PRECAST m 691 ion 04' MV) PRECAST t7#r 2040 2W 2m 41ss 4T11 6m 1m sm m sm 4417 47H WO 6'4' (64') PRECAST 1217 6'4' (64) PRECAST 411 411 745 84' (64') PRECAST tote 171 2m 2m 2m 2W 4m 1w IM 2276 ssss 3m 3W 4m 5.10' a6•) PRECAST 1062 SAW M PRECAST 340 330 616 11 M PRECAST m ten 2ss6 3,n 2m 41M m tea 2616 24u 3,n 2m 4121 ro c78') PRECAST SOS 6'4r (78•) PRECAST 607 721 400 B4' (78) PRECAST on I l m6 m, m ,467 loss zm 27ss sm n12 T4' tom') PRECAST 743 T4' (90') PRECAST 424 a34 383 7'4' On PRECAST 7a , , :m m1 727 ,m 104 XN 24ss m7 SM 94' (112n PRECAST 684 V4' (1/2') PRECAST 328 1112 230 S'-4 (717) PRECAST 4t 7ss 'In-"a""w, 2ta 2600 m m 1310 lea im =4 we 1R4• (126) PRECAST 476 194' (128� PRECAST 2N 401 180 10'4• (12a� PRECAST m m 616 tt 1161 , 2011 m m lao /472 UN 22s 2N1 11'4' (13an PRECAST 982 114' (13a) PRECAST 250 462 164 11'4• (m) PRECAST 474 6ss KO tan 1n 1 im 414 1a7 1272 ssq MI6" 2NT 17-0' (1441 PRECAST 337 Ir-W (144') PRECAST 244 402 137 174" (140) PRECAST 470 4ss 7ss m tt 1m 470 MID 641 ,m 2m 174' (ISM PRECAST no 134' (180') PRECAST 217 324 110 18'4' (100') PRECAST 416 m 6/7 m 911 , Im m 41a 76a N4 H , 1ssf 74-0' (108� PRECAST 279 14MMEZZEEMMEAMENIUMIEZZ'4' (16r) PRECAST 206 293 100 ""r (1a" PRECAST 4w m ,m 410 sto 4m m 717 031 lap t 16n 14'4' (176') P RR 14'4' (17V) PRESTRESSED N.R. 264 91 74'4' (17S') PR681%8M m m 214 m m m m m m 1 m „31 1734 1B4' (794') PR687 NR 184' (164') PRESTRESSED N.R. 20 83 784' pes') PRESTRESS, 224 m 313 m 4ss 116 W = m 111 t 1416 ir4' (20a9 P R0. 1rW (20a') PRESTRESSED N.R. 194 64 1r4' (20n PRESTRESSED ter M m m 40 04 a, T4a m m 72/1 m tm 19-P Mr) PRESTRESSED N.R. 1C4' Mn PRESTRESSED N.R. 148 62 1V4' (2 n PRESTRESSED in 1ss m m 341 421 4a m 617 e41 e47 7a ,72T 27Y' (26a') PRESRESSED N.0. 21'4' PC) PREST N.R. 125 42 21'4- Mn PRESTRESSED 142 in 204 m ss7 m m 6n No RI m oss sse toss 224' (2M) PREB'I N.R. 224' (264) PRESTRESSED N.R. 116 40 274' (NIC) PRESTRESSED 1n +a In m m m m 613 482 r 6ss w m m 2P4' Ras•) PRESTRESSED N.R. 24'4• ( PRE8INES8® N.R 91 93 24'4` pBa� PRE87 fx 124 176 m 2n 716 2n m 4ro /ss 412 767 ss7 m 10 m 4W 04 04 1ss1 tm (#)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 RESAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE M98MU 14' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCEM 1"126.03 ��000�m oo�mmm 000000m Omm000 �7000m00i, m�00�00 om00000 0momo�r �m0�©DO �m00©Q*Q1 0��0■^7�0 ommo©�tc�n 00000mo oomoo��r_! 0�000m0 oom0000 0�00000 aoommoo momos�ov 0000�0� 00000�0 0000000 0m���mm p8F18-iT/O----M-----------1T/O- —-„R-„�_"�."---1T/O- -- s" ex Q p d 44{. LL ,✓- '* GT # J� m$G 1 # &ram k. f }` ( a 3 s" 4 # a s" 4 7 a LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP # # OF WALL EL. 8'-8', UNO. a C ( a L-----� B a' ( % a t'x�a 1TIOM/OBpa # d GT t +� BF26-1T/OM/OB 1 ( 8F16-1T/OM/OB P LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL3275O PH: 407-774-6078 FAX 407.7144O78 www.abdesigngroup.com AA #: 0003325 J P vq �W J sU33DIV. to LOT SILVERADO LOT 2 BLK 19 PROJECT 04128.002 02191 MODEU 4EAB "1672— ARIA" OA AGE DWING: LEFT PAGZ: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"xIr 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5 rt 2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. i PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x18" io 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM S PLACED. THE STEEL 0� REINFORCING R E BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A TTOEL IBE CONTINUOUS THROUGH ROUGH THE OHS1#5 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. B 8x16 DBL. BOND TOPOF BEAM Wl (1) #5 BAR BOND BEAM •\O- EACH COURSE G 8x8 BOND BEAM [110ND • Q�L�\a WI (i) #5 BAR F =FILLED W/ GROUT.\\U =UNFILLED GROUT SOLID f ROMTOP NOMINAL LINTEL TO TOP OF BONDOF OPENING WIDTH # OF WS, IN 2ND BOND BEAM �K//% / BEAM COURSE SEE NOTE 5 �\"6� 6-1T/11Y1/ 8x8PRE-CAST CONCRETE —iLINTEL W/ (1) #5 BAR (L2) NOMINAL LENGTH OF BAR = WIDTH OFMASONRY HEIGHT BOF#BEAM P BEAM DESIGNATION OPENING - 7'CORNER BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8PRE-CAST CONCRETETHAT XFXX-1T/1 M100 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 OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD 00 MIN EMBEDMENT I AT LOWER ELEVATION WINDOW 11/4") 8SIZE.3 ROM EACH END AND 11, O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT .3114" 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST .a SIZE.145 MIN HEAD SIZE .300 " WINDOW MIN EMBEDMENT 1 1/4•') 8" 10. ,�,G" SILL FROM EACH END AND 18" a SLOPE O.C, MAX. MIN 1.1/4" R EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 2-W16 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK MIN HEAD ZE .MIN BAR TO BE PLACED IN UPPER AND LOWER 0 EMBEDMENT 2X4 SOLID BLOCKING BOND BEAM #5 MIN. REQUIRED IN i1/4") 83 ROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-i14" MIN. 2-12d PER BILK. EA. END VCMUWAU TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 A 4 C 5 SCALE: 314"=1'-0" SCALE:11/2"=1'-0" SCALE: 3/4"=1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF, BAR CONTINUES THROUGH LINTEL. I II SINGLE #5 CORNER b c�.� EIF•� I I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER WI SINGLE OR DOUBLE REINF. BAR(S), r1i, PROVIDE #5 BAR SEE PLAN. I) / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=l'-U' i 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.corn AA #: 003328 a O a J 7 ZQ� 1 SVHDIV & LOT: SILVERADO LOT 2 BLK 19 PROJECT* 04128.002 02191 MODEL& 4EAB "1672- ARIA" GARAGE 8wndO: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 03/04/20 aCALE: 1/4"=1'-0" sk=ZT S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2"HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT$ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAWCOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. +L CA 4 CJ3 F CJ5 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 6 SECURE TO BM. W/ SIMPSON I USED TO U U BRACE TOP OF WALL. Lj j .x____Y-_ p—_ p ER KlA9G x 11 Y 'A x N p I YIII xwwATTACH !CAB TO$.1 4'-0" LLJNG 2x s n x TRUSS W/ 10d NAILS (a) 8" O.C. x l l x x (4" FROM EA. END) ll GT ...®. .... .........®... .............. .:i:— .......... ....... s s s s.. .mass - — - : y/A .�. �Q . - — - —s®.v.—. a .-----.,_1 ----. PRE"FABRIGTM ROOF TRIiMW ®24' O.C. MAX ssm------- ss®sama .s_. o.........saes w � .gym=®ssassssz=ssss�ss�s>�. :�s:�ss�asm�s>r�s:=ems Lits_. 6 a....... e. 0. .a... s.. ....... A2 " I ATTIC I A3 ACCESS I A4 .......... .>v. . sass....®.sue. A5 AS 1A A7 .®.ae. 0 N 114 ASG GT a®a Y Y II N x x �p j N N N N N N Y x Y x x 11 x p 1A 1 I N N N N N 1, .... v. I EJ7 u p r� GE c-3 - FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA A: 0003325 $ a g 2 d T a OVBDIV. as LOT SILVERADO LOT 2 BLK 19 PROJECT# 04128.002 02191 MODEZA 4EAB "1672- ARIA" GARAGE OWING: LEFT PAGE: FRAMING PLAN %150 MPH EXP. B ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA18 # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNJALLIFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", HTSM20 W/10 10d TO 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE" x 1 NAILS TO MAY BE ADDED 6", 8" x W-ONAILS, TRUSS AND x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , GIRDER. GIRDER. PROVIDE 5" R W/ 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO H RS OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT 2) SIMPSON (2) SIMPSON HETAi6 TRUSS ANCHORS W/ 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 0 10d TO ADDITIONAL PLY MAX. TO FASCIA ACCOMMODATE TRUSS A{7) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) 3`' x 5" TITEN HD TO CMU AND (12) BIDS )1/4/1 TRUSS AND HORS" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SElx2,2xWOOO SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 }" TO GIRDER CONT POURED LINTEL 2x SECURED WI (3)18d GALV. COMMON NAILS, ENGINEERED WOOD B{i) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED WI tOd TRUSSES 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }^ x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS BEE ARCHITECTURAL 3" TO GIRDER 12" OIC FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV, COMMON NAILS, (2)}" x 5'TITEN HD TO CMU AND (18) BOB }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) MASONRY BOND BEAM GALV. COMMON NAILS 12" O/C BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1C TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR _1 GIRDER CONNECTOR(S) 2a 2b 2. 3 SCALE:3l4"=,'0 GIRDER CONNECTORS)�_'� (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) ^X" BRACE SEAMS) 30-1" TO 60'-0 (3)'W' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE Q CENTER TO BLK W/ 1n" DIA. (2) )C 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) l0d's @ EACH TRUSS TO BE INSTALLED 0 1 a-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END NOT USED PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 6 NOT USED 5 NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH1/4'D HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE �jY 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 (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 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 Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'1) DBL. STUD STUD NOTCHING NOT USED NOT USED 11 ALTERNATEy MATERIALS _ AND BORING LIMITS 9 10 1441 N. RONALD REAGAN 8( LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdesigngroup.com L AA #: 0003326 y 04 s J ITITI MO 8L7HDIV. de LOT. SILVERADO LOT 2 BLK 19 PROJECT 04128.00 02191 HODEIJ 4EAB "1672—ARIA" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B DA 03/04/20 BCALM 1/4"=1'-0" 8HEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (A7 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 WI TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6" O.C. MAX CONIC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-X 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 J i J J � SaO V StJHDIV. Ae LIST SILVERADO LOT 2 BLK 19 PROJECT* 04128.002 02191 MODEIa 4EAB "1672— ARIA" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B 05 DATE: 03/04/20 SCAB: 1/4"=1'-0" #BEET S3.1B (2) 2X4 No.2 SYP DIAG. 2X6 OUTLOOKER @ 24" O.C. (Nj� BRACE W/ (3)12d 0 EA SECURED W/ SIMPSON HIGA VTCR SPACING (1) AT EACH END TRUSS (DIAG. BRACE TO VTCR AND 6-0" O.C. MAX. COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'4' (i) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END, UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) \ Nt \ PLYWOOD SHEATHING, SEE \ aI HEATHIN SHEATHING \ u l FASTENER SCHEDULE" \ SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO, tx2, 2x WOOD FASCIA CONNECTION PER Lio SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ IOd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12"O/C AND APPROVAL SECURED WI(2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED W/ HIP RETURN SCALE:3I4"=V-0" 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. li N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abd•signgroup.com AA M: 0003326 � P �• 's> 4 eXMDIV. ee LOT: SILVERADO LOT 2 BLK 19 PROJECT# 04128.002 02191 HODEIa 4EAB "1672—ARIA" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B PRINT 03/04 20 D TE: 8CAI.E: 1/4"=1'-0" slimmT S3.1C m r a LA k GABLE -ENO Pr"->� ROOF WIND DESIGN PRESSURES O- ZONE 1 = 9.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= V-0" END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: 'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/19' O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS N 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END_ ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. OLA. SHANK TENSILE STR. SHANK Sd RING SHANK, 21/2" 0.120" 170,GD0 LNG6-20 RINGS SCREW SHANK PER INCH) 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 10-COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES ,. ZZS CZQ$7 LL U L0 b G J � . Y N Z Ua =W 0 Lu Q = U C5 c7 `v Z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING _-__-,' 11 .-__�I 11 mmmL 110111111111111111111 11 IIIIIIIIIINE II . . mm = 01�i ROOF SHEATHING LAYOUT AND ENDWALL BRACING FAR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD J ZQ2 W nU W �a W U u I= Tn V O 8d RING SHANK GUN NAILS ® 1Y O.C. IN FIELD or Sd x 21/2" SCREW SHANK PNEUMATIC SCREW -NAILS R IT 0.B„(N W iQ FIELD a J\ 7YP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED 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, 881 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 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 SUB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR 70 WORK PERFORMED AND SHALL NOTIFY RE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 par 20 psf TOP CHORD -rwn-concu nt 10 psf BTM CHORD -norHw -rvt DEADLOAD DEADLOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 pal W/ No GYPCRETE) 10 psf BTM CHORD 5 Psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20P0, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pM, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpef, PASSENGER VEHICLE GARAGES: SOPsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: 40Psf 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 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. WAMLIMAGGREGATE SIZE SWILL BE 34". WOOD: PROVIDE 6%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 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSGNGRDUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEMIS LAPPE081NCHE5 AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO LEVELS OF 0.25 PCF OF A BORATEVATIVE TREATMENT: DISODIUM ESESHALL RETENDRAL FORM -WORK: CORROBORATE TETTRAHE (DOT WOOD FOR STRUCTURAL USE TRHAT BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS. SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT YRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %-OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 8th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 42. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'A' OC, EACH WAY. IF IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR TOE DESIGNED UAND MBERFABRICATEDAND 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. REINFORCING STEEL: REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 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 UPS SHALL'8E AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' #7 BAR - 42' PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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 TPW4, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPVWTCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL--PLATE-CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. 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 & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & 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 PUNS 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 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY 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 ANDCLADDING 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. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GOUT 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 "At' 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 GEO-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.148 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 •�AONCR�E: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM T8 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 481W. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SOP. 3,000. PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL BULBAR PROPOSED M%DESC4N3, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO OTHER BOLTS SHALL ASTMBOLTSWITHWASHERSUNDERTFIE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED FM -PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE IT WITH W H THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04OR MEASURING, MANG, 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 MX UNTIL IT IS DEPOSITED IN ITS FL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAOR WEATHER 1-1R' FOR 1b AND SMALLER Y FOR N6 AND LARGER C. FOR CONCRETE NOT E%POSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-IQ' FOR BEAM AND COLLAM PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKxI SIZE TYPE SPACING RENAPof9 AFPLICATKxi SIZE TYPE SPACING REIMRKS 1. FT FURRSq TO CASE HARDENE0004 GARAGE WIXi BUCK 1H'OW. TIFCON MA y 11?EMBEO.,PfNOOLAT., MASONRY ICONC. NAILIIIT LONG. TO MASONRYIOONC. NOWMHER I-ENER B,� tYY EDGE Ot9T. 9GD, Al,EM. DOORS CA9F NAROENEO COx O'OIO WXVWWNl00PoFASTENED GAMOE DOOR BUCK 12'OW. WI EA.E-BOLT ZA'O'C P EMBEo,A•ENDDEIT., UPT,SEENOTE6 NAILI-LON0. STAGGERED INTO MA90NRYICONC. TO MA90NRYIWNC. WASHER ^EDGE 019T. WNOOW- CASENARDENEOCOR POND WMWNNOpVFA .E. METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING •PT, BEE NOTE B NAILI-LONG. STAGGERED INTO MABDNRYICONC. MASONRY I GONG. REQUIREMENTS SWWG WIXt (2)Y'M. TAPCON' 1VI E'A•EO, B'ENO, NON9EAPoNG WOOD LIT ExPANegN ED.PENO 'EXT. CK Zx PT,SEENOTEB NO -ER FASTNER 16^ DIST.,11?EINiE OB{T. WALL TO CONC,9U8 IET W/WASHER BOLT Zf OIC D19T.,S EDGE GIST. &Pf W610�V SUCK 0.1]6'PAF xZ LAY Y00 YENO.OtlT..lrl PF T09TEEL WL., SEE _"ER STAGGERED EDGE 0..T.. NOTES I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigagroup.00m AA IRA: 0003325 A O P Gi ei � �j1 G aUODM & LOT: SILVERADO LOT 2 BLK 19 PROJECT/M 04128.002 02191 "0Dmx.c 4EAB "1672-ARIA" GAPLAGa SWING: LEFT PAGE: DETAILS %150 MPH EXP. B de a