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Home My WebLink AboutBuilding Plans® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS` OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. a 1430 CUL.VER [DRIVE NE, PALM BAY, FIL 32907 Te1= (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS -FLOMDA BURDING CODE, RESMENTIAL, 7M EDITION (2020) �1'W J/ iL -AM LO LI�111D STATE CODE -OCCUPANCY - RESIDENTIAL, GROUP R3 ' CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B ' BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE — �', -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV AC ADT ALT. AMP, BD. CT. CAB. CLG CLR. CPT. CPT. C.T. D. DBL. D.G. DIA. DIM DISP, DP. DR D.S. DTL, D.W. EA. ELEV. EQ EXH. FXT F.G.%FX. P.G. PIN. FLR. FLUOR. FR. DR. FTG. GA. GAR_ DISP. GTJ. (ITT" GYP, BD. HB_ H.C. HDR, FIG 1. OR HT 1NSUL. 1NE ABOVE AIR CONDITIONING D ABJSTABLL ALTERNATE AMPERAGF. BOARD CENTER LINE CABINET CEILING CLEAR ARPETONCRETE CARPET CERAMIC Tn.E DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOR SP( ITT DETAIL DISHWASHER FAC.H ELEVATION EQUAL EXHAUST FXTF,RIOR FIXED GLASS FUEL GAS FINISH FFOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSEBIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR. MIN. M.T. MTD. MTE N.T.S. O.0 PT, P.B. PH. PLT. PLYWD PR. P.T R. RAD. R.A.G. REF. RM. R.O. S_C. SS. S.H. SHT SHTHO, SFIWR. SE i. ST,. SI_ GL. STD, SWS HEMP. THK T.O.0 T.O.P. T.O.S. TYP. U.N.O. V.P. W. W WD. Ni`Dw. W-H W.T. LAVATORY LI!MINOUS MEDICI_NF CABINET VANUFACTURER MINIMUM METAL TITRESHOLD MOUNTED METAL NO TO SCALE ON CENTER PROPP.RTTONE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL RITPRIGERATOR ROOM ROUGH OPENING SOT ID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE, TOP OF SLAB TYPICAL UNLESS NOTED CIHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION ®1/0$/I8 BID SET ISSUED 01/15/18 2011 FBC UPDATE 01/29/18 BID SET RE -ISSUED 04/18/18 FOOTING REVISION PER M. BOWES 02/22/19 - — 1 PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/191 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5AT50N 04/24/19 REVISED HVAC VOLUMES ON 5QFT CALC SCHEDULE 06/21/19 ADDED LED LIGHTS a KITCHEN t BATHROOMS PER MARK BOGIES 01/01/20 REPLACE U5P CONNECTORS WITH SIMPSON CONNECTORS 1 T. �J� SUC A T CS 01/01/21 2020 FBC UPDATE — LIVING 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 35 50. FT. LANAI Sir, SQ Ft TOTAL 2238 SQ. FT. A/C VOLUME 14381b CU. FT. . - - -- — �los-aoo6 INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D91 PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DESCRIPTION Reviewed for Copp 91 Compliance Universal Engineenn, Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #89 PROJECT 04321.200 089R1 21IODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 0 9 1,02, MICHAEL C. ANDERSON AR NO 17305 DATE: 03/04/21 SCAT :1/4"=1' 0" SHEET CI uENEkAL N ES 3ffE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODERESIDENTIAL(FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN; FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERI R SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DE BRIS BY DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL PLANTING I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE FINISH GRADES, AND IRRIGATION, C. SOUTHERN PINE INSPECTION BUREAU: DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR. AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIG TO WORK ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES TPI 1-2014 ( ) 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 E. APA -THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS T THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE.. RESULTS OF ANY ERRORS, DISCREPANCIES OR 0 THE WORK. ISSIONS IN THE 5. ALL BACKFILL AT STRUCTURES; SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. A ALL LUM ER EXPOSED TO WEATHER, OR AGAINST SOIL CONCRETE OR MASONRY MUST BE PRESSURE TREATED. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR ' AND COMPACT TO 95% MAXIMUMDRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. J MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. • BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5 E THE ARCH ITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHI G OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN I E G S BASED THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8, EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. . CONSTRUCTION' UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 7. DETAILS SHOWN ON THE DRAWINGS ARE TORE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 1. _SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SL PPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ECTIENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED F FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 3. CONDENS TION LINES ' " + . SHALL BE MINIMUM /4 PVC (SCHEDULE E INSULATED WITH /z AMAFLEX: WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 4. SHOWER E EADS SHALL LL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES.' 5. ALL CLEA OUTS SHALL BE FLUSH WITH GRADE 6. NO VENT TACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AIND C ' " Ok iii 11. SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 1. GARAGE DOOR ' DRAWING. 8. FIXTURES JPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET ' 9: THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPL15DBY GARAGE GE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING 8� NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2 I BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIORWALL COIIERINQS 2. AS PER T SECTION R302.5.1: OPENINGS FROM A PR PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING i L LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. P UPON COMPLETION N OF THE T. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALL FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE TA BLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 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 EXTERN)R FINISHES 3. AS PER SECTION R302 5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BECONSTRUCTED .OF A MINIMUM NO. 26 GAGE (0:48 MM) SHEET STEEL 1" MIN. RIGID 1: WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/8' THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE THAN 2 COTS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO 0 PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302 6 & TABLE R302.6:',THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS TIC BY NOT ASTM-C92 -18b, ASTM-C1063-19a & ASTM-C178T LESS THAN /z -INCH GYPSUM: BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS HALL, AREA BE 3. LATH & AC ESORIES PER ASTM-C-1-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 INCH. TYPE X GYPSUM BOARD OR EQUIVALENT, ALL • STUCCO. CONTROL _- CO OL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR-C61LING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATIONS ALL ALSO BE 'I FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR EQUIVALENT. PIIIE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS C)SING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS W�NDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS 4. WIINDOW FLASHING DETAILS SHALL BE INS TALLED D PER ASTM-C1063 - 19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALLLHAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE EN LOSED SIDE WITH 112 GYPSUM BOARD R302.7. EXTERIOR CEILINGS 1. EXTERIOR EILING 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 1 114" TYPE "VI DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'S SERVICES FOR TF IS PROJECT: IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER' / CONTRACTOR'S PERFORMANCE OR ANY OTHER'CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY HE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTI N OBSERVATION. Reviewed for Code 91 Compliance Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937' PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ;pq s a r °J t,4 a 161\1 ce E e I< i , stMDIV. 8e LOT. CREEKSIDE PHASE 2 LOT #89 1131 PROJECT# ' 04321.200 089R1 MODELIII. 4EAB "1672-ARIA" GARAGE SWING: 0 RIGHT PAGE: I 3 GENERAL NOTES �I I) 160 MPH EXR. C ARCHITEa y'T': BTATE OF FLI F MAR 0 g 2021 3 I; MICHAEL C. ANDERSON AR NO 17305 PRINT 21 03 04 DATE: / / SCALE: 1 /4"=1' - 0" SHEET G GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING° FROST LINE TERMIT LOAD (MPH) EFFECTS" CATAGbRY DEFI10 NA 160 C NA INEGI IGABLE I NA VERY HE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302-10-1 THROUGH FBG R302.105 WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMP' REQUIREDh INDEX' TEMP? I SEE SURVEY NA NA 42 NA 12'-0" 26'-8 3'-IID" (2) 3052-SH Fill EGRESS -------------- 1 QII a LANAI II c0 I 8'-8' cLG. m I DINING 1 j 8 B81CMG. BDRML 1 2'-6" 1 Q (2) 3052-SH �t 9l'-6' 3'-10" cv ti� 0 C. GREATROOM 8-8 CLG. w.Lc. I a' C- -) -8' CLG. A 1 I 9 I — IR'ISH 114 49 B I Al Ui? 8'"8 C it--- - i �c4 �.8 WG 12 -8 4 -4 3 B 3 9 13 -ID I 3 -lID 3 -6 a LL N N �� I .� i i 0- —_ter I Q2X8J I e W—RCi�_� i v m ©� BDRM ICLGLAA ?� 3-SH �, BATH#1 r---_8'-8' r GLG. [Qv. III i �'-4" 5'-4" GII I AI Ll ii 36'x60' n ti 8 — III i 0 i i SHWR PAN 3-51-1 � Qv. W/ ENCL LAUN O S' 8' GLG. r —� BATHE I ATTIC I ry> I 0 B I I a L 14CCEaSL_ J 210 AV. AI II r OND rq o I I WC. (C) II 0 BOLLARD 0 _ I I AS REQ. IR-ISH = 11C `r PER SLDU. — — — — — — N r V. — — CODE co FOYER ?8 ry.97 V-8' C.G.ro GARAGE e 0 _5" 2'=4" 3'-v 306 W/I 36"X12' TRANS. r BDRM.#2 M.r. 8'-8' CLG. HB ENTRY E=42) 3052-SH r 8'-8' CLG.EGRESS ib'-0'Xl"-O'O.HD. -- -- —— — — — — — — — — — — — -- All \1 8,-6' 2,_6 11 0n 4'-4" -01I11 _ 111.0118'-4" f x I aS,•„, a� WALLS .. GABLE ROOFS 10': , :t 45 : 4W ROOFS FfGuRe R301.2.(7) COMPONI W AND CLAI tip€# O PRESSURE ZONES, I FLOOR PLAN SCALE: 114' = I'-0' NOTE: -2-8 LOUV. DOOR W/'.AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 'EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYC B-CORE STEEL DOORS NOT LESS THAN 1 3/8' (3� MM) THICK, OR 20 INUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRON DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13, -CEILING R VALUE TO BE R-30 INSULATI ABOVE CONDITIONED SPACE. � I -FOR CONSISTENCY,' THE VOLUME CALCU ATIONS ON PLANS ARE PROVIDED BY THE 4WvAr, CONTRACTOR AND AIRE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. OFF?ENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCCz'ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS E= sump - - ®� WEIM ®mm-!■ N©1 ®EM-11111111 mum OMOI®■ Imtr©m ®M■ EoM ■ DES■ `s ®®� NON EXTERIOR MA50l WALL 511 HEIGHTS 00 -- 10'-S' BRCS- 0 SQ.FT. CALL. S LIVING GARAGE ENTRY LANAI Ill 432 38 96 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2230 5Q. FT. A/C VOLUME 14381.E CU. FT. AW 11' E fW� ZML l WH WW M a1 fM 1 MIN. WINDOW 10M•M 5 34/-4a CRITERIA I EXTERIOR SWING OR MIN. CRITERIA L; 18 5 33/-43 [ S.U.D. MIN. CRITERIA 41 5 31/-39 r� 16010 O.H.D. 112 5 282/-31.5 ' � 12'x12' SOFFIT u 2 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. I CAT =II, EXP.=C, MEAN ROOF HT. = 13'-0 PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE 7OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWROL DAB OVW21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURERS SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. ARCH DTL• B SCALE: 1/2 = I'-0' L'"` Reviewed for Code compliance i mversa'! Engineering N,.��[ Sciences DBL. TOP PLATE 61 BAR DETAIL A SCALE: 1/2'=1'-0' 2194 H WY A1A, SUITE 30 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngrou p. co rn AA # 0003325 Y \ �aN %'j A�a 61 a Tr { CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL 4E AB "1672-ARIA" GARAGE SWING: IA; RIGHT vi PAGE: 1� i FLOOR PLAN . f 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 0 g 202 MICHAEL C. s 4P17'ERS 3N AIR NO 17305 DA E 03/04/21 SCALE: 1/4"=1' - 0" SHEET l SHINGLE 11_CA FYPON BKTIIXII OR r EQUIVALENT 46 L A d 4' RAISED TrP. BAND (TYP.) r a lm� E0. I.l + - /-IS' 8" E3LDG-c. HCst. _ EQ FYPON LV12X24 OR EQUIVALENT �oA I --TY—G•1" _ ELEVATION SCALE: 1/4 = 1'-0" TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR -703A ' 8'-8" BRCx. HCsT. 1111 KK�// I A T7P.1 L II 0'-0" FIN. FLRAN T,i N. 4" C.zRADI - 1� tY I OFF RIVENT 6' RAISED BAND (TYP.) 8'-8" BRSa HC=T. OPT. COACH LIGHT 9 A _ 0'-0" FIN. FLR. �r-EF 0'-0' FIN. FLR.y I - 0'-0' FIN. FLR- ------ - - - - - - - - - - - - - -®" 4B A TYP. I I J II r EA]LD' C ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF ROGE 8'-S° BRCz. HCaT. a -4 F1 tY --_ - — - — - - N - - — - — - - — - — - — - - - — - _�- O'-O" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIIDGE VENT OFF RIDGE NT 12 8'-8" BRCz. HCsT.r _- — - — - — - — - — - — - — - — - — — - — - — - — - — - - _S I11'45 A TYP. ' I I m`-0" FIN: .FLR. 0'-011 FIN. FLR---------------- --- - - �-------------------------- MIN. 4" GRADE RIGH"I' ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH MODEL 1672-ARIA AREA OF ATTIC = 2318 SQ. FT. NET FREE VENTI LAT10N AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA _ 2318/300 - 7.73 SQ. FT. 7.73 = 1112.64 SQ. IN. MI N. REQUIRED VENTILATION IN = .4X 1112,64 UPPER PORTION OF ATTIC - 445056 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS)' OFF RIDGEVENTILATION AREA 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQU IRED = 3.23 TOTAL #OFVENTS PROVIDED _ 4 SOFFIT VENTILATION AREA 7 SQ. IN, PER LINEAR FT (net free area) LINEAR FEETDFSOFFIT REQUIRED 63.58 Reviewed for Code ,�.. Compliance Ui oversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH.; FLORIDA 32937 PH: 321-802-3591 www: a b d es i gngrou p.co m AA #: 0003325 ya UBDIV. 6e LOTS rI CREEKSIDE PHASE 2 LOT #89 PROJECTS; 04321.200 089RIJ" MODEL: 4EAB "1672-ARIA" ", A,.RAGE B WICIK :s ,: t RIGHT € PAGE: ELEVATION "D" { s L160 MPH EXP. C PRINT 03 04 21 SATE: / / S�C ABLE: 1/4"=1'—OAA R?- ElP ELECTRICAL LEGEND SYM50L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET IR OF OUTLET WIRED TO SWITCH GPI 110V OUTLET EQUIPED W/GRND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION LLN= EXT. WATERPROOF GFI OUTLET M INTERRUPTER SWITCH SWITCH 3-WAY OPER !t4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT UL LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF ` LIGHT ORECESSED CAN . ® VENT. FAN 1 QTM PER SQ FT. VENT: FAN UKAGWT I CiM PER SQ FT. VANITY LIGHT FIXTURE (SPEC'S TED BY BUILDER) F LUORESRES CENT 2-BULB WRAP ® LIGHT AROUND (RECESSED) ® 4'XY- FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIG44T ® PANEL METER BATT. BACK-UP O SD. SMOKE DETECTOR W/ WARDWIN E WALL MOUNTED BATT. BACK-UP Sn. SMOKE DETECTOR U1/ HARDWIRE BATT. BACK-UP W/ S/CD CAR90N MONOXIDIFi SM� DETECTOR C42"WO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' . FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK 5ujw WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MIN- 18' AFF- AIR CONDITIONING TO BE 210V U.N.O. �/ DISCONNECT ON THISWUSWE ' U TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARLED AS SUCH FOR GTION D CEILING BOX RTED IN 70 BE SUPPORTED IN CEILING FANLIGHT ACGOR7ANGE W/ BOX MARKED AS SUCH FOR INSPECTION Q•n�n 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES 5--� USB PORT + LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. + ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FFBCCR TTH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5o CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR ITH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR -ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. Rh EDITION R404.1 ��.` OPT. COACH "------- LIGHT ELECTRICAL PLAN SCALE: 114" = 1'-0' IETER FIELD `ERIF'' LOC. FA \-- LED LIGHTING L DOUBLE LAV. BATH "I 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR -ITH EDITION (2020) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNIT44M UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE So PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING Cap SINGLE LAV. BATH 02 PROVIDE 302/0 CU. THWN + 1% CU IN 2' CONDUIT OR 3 %/0 AL, THWN + IN6 CU IN 2' CONDUIT OR 2/0 AL. SE.R. a, (CONDUIT TO TERMNATE ABOVE SOFFIT • OVERHANG.) v C N w 10 �U COMBINATION SERVICE 150 AMP n o y DISCONNECT SWITCH AND 120/240 VOLT U `m M ELECTRIC METER IN I PHASE °�' NEMA 3R ENCLOSURE MLO PANEL irlo-Z P MCB TELEPHONLE E SERVICE CABTELEVISION ENTRAN[:E SERVICE ENTRANCE EQUIPMENT 11 P EQUIPMENT INTE TERRSYSTEMIU AT LOW BOND NCs VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (2020). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sysDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #B9 PROJECT# 04321.200 089R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 ID RINTATE• //03 04 21 CALE: 1/4"=1'-0" HEET El n - El El 0 Ell 0 0 0 I II l I II II II o 0 � 9 19 -0 10-1 11 tt v 0 _ N ILI e Z r 00 I II e � N m �1cto I I El WC I II--- - El .4�4 1 ;' IY J I I��LII III m III i i 36'x60' III i i i I HWR. PAN W/ ENCL 0 r � 0 f N I I LAV. L---- U OND II 0 wc. L I II N N N �' 'El --- 0 o 0 0 ----- El a 0 0 IE1 ---- ------- 01EI PLUMBING PLAN SCALE: 1/4 = I'-0' TUB WG AA�V 2' V 3' 3' MAIN GO (LEFT) , f t TO MAIN (RIGHT ALTERNATE) KITGHE•:N SINK W/ AUTO VENT 1-1/2' VTR$ i I g�l I 2' Il PLUMBING RISER Reviewed for Code compliance 91 Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA'32937 PH: 321-802-3591' www.abdesigngroup.com AA #: 0003325 Ewa.., it r. 4 u S eti� d `J,4 XMDIV. & LOT CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL• 4EAB "1672—ARIA" 6,-7?.4-P.AGE SITING: 11 RIGHT 41 IAGE: m. PLUMBING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 s 2021 MICHAFI... C. NDERSON Ah 111)5 PRINT 03 04 21 DATE: / / SCALE: 1/4"=1'-0" SHEET PI 3 9 HVAC PLAN SCALE: 1/4 = V-0' :1 R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R- 4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance U(MVersal Engineering sciences SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: H VAC PLAN 160 MPH EXI'. C PRINT DATE: 03/ 04 21 / SCALE: 1/4"-1'-0" SHEET m I 2X4 TOP PLATE PER FLR PLAN I/2' GLCs- 1 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX 01.01 FIN. FLR PRE -FAB TRUSS 2X4 WOOD STUDS 024' O.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- TYP. INT. WALL (NON -'BRIG. SCALE: 3/4' =1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR e051I. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE FIFE -ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1 m ELEVATIONS 7YP. O.N. VENTED SOFFIT 'k 1/2' THICK, 2 COAT PORTLAND—Ll' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN- FLR - 3 5/8, OR 5 3/5, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8' LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA'-) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED IV FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF < WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FiNISH SCREW WOOD BASEBOARD—_ 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS A\ (NON-BRG.) o VSEE BOND BEAM SOLID GROUI W/ (1)- "5 (2) COURSE - FIBERGLASS SHINGLES WiTH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 2AIPIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR d a a d . 41. A e' Atl .4 a. d W WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 5 1-STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT D1 SCALE' 3/4'=1'-O' SYSTEM IS REQUIRED- FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6I5i FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR e05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE 1— — CA X-K AND SEAL GAS LM O NOT CUT '--I;• PVC SLEEVE role GAS LINE 4E BOND 0*+ EAM In. GYP. mL. ec. E5ARS l " a ,a 2B GAS LINE THRU BLOCK D1 WAX. In.r-o• ,,-2X4 SPF 24' O.G. MAX.—, SECURE W/ (2) 12d NAILS im EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPI-IED DIRECTLY TO MASONRY _ a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT 4 BACKER ROD — WEATHER STRIP MOULDING ALL AROUND (BY GALV. STEEL DOOR MANUF.J TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL OVERHEAD DOOR APPROVAL REG. VERTICAL TRACK 1' MIN. BY OTHERS BY MAUF. " SLIDE FASTENED TO ROOM BRACKETS W/ PRODUCT APPROVAL PEG. s GARAGE DOOR JAMBS D1 J SCALE: 11/2"=l'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90511- ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL- DRiP EDGE 2x FASCIA PER MAx. PRE-ENG WD. TRUSS Ak 2x FASCIA PER ELEVATIONS O _ ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS HI WALL SHEATHING NG SHEET SNi. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS PER FASTENER SCHEDULE INSULATION R-VALUES PER ELEVATION SHEET SNI. SECURE PER ON SHEET SNI — FASTENER SCHEDULE Your PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER -- STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS r: WINDOW ATTACHMENT AS PER ' MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' OG. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT ` CMU PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY J 0'-0 FIN. FLR' _ �0' 0' FiN. FLR 8' CMU d' a a A o. d < da a a d a: ' a A W WINDOW OPENING n TYP. WALL SECTION NO OPENING n1-STORY GABLE BLOCK WALL SCALE: 3/4' =1'-O' MEMMM Reviewed for Code Compliance Uni,ersal Engineering Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA'111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA -714. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTBDIV. 8e LOT: CREEKSIDE PHASE 892 LOT # PROJECT* 04321.200 089R1 DdODEL: 4EAB '1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MICHAEL C.MAN" DER3 A AR NO T7305 DA ET 03/04/21 SCALE: 1 /4"=1'— 0" SHEET TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUT= 0 "-SECURE 2x4 ONE' 0 FLAT TO ELK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED R W/ (5) 1/2' X On J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. no 0 lx4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 0 0 0 0 0 ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT SCALE: I/e''P-m' S' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/40) DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5 4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3AV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 19' O.G. MAX SPACING 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1/2" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MILL EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O-C. MAX SPACING_ 2X8: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18, O.G. MAX SPACING. 2x4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING, 2X6: CEM SECURE TO BLOCK LURV 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU THIN O'OFEND 8' CMU 4 Is, or_ MAX BC 1/2' DRYWALL 2X8: 1/2' DRYWALL IX4 SECURE TO BLOCK IX4 P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER 1/16' 0.58. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" W TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E " ,r 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 2X8: CEIM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L�j 8' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" RT.ncx +a" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING, 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. ❑ 1/2' DRYWALL 1'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 1/4' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK LJ� I e' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER 1' P.T. X 4' MIN. / - DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" INDOW TO 0 BLOCK +3 3/4" .r CMU ;: }' DRYWALL 11xu :.+: IX FURRING vi�:tiiiY:•rv3 RIP 2X10 TO DOOR 8-1/8111) FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS 1 L1 /PLTd Reviewed for Code Compliance '-Jniversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCS MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 ri"`"' DATE: 03 04 21 SCAT :1/4"=1'-0"' SHEET D2 IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES F FORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH i 9' OL. MAX (VERT.), NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 3)6' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY 7 }' THICK 3 COAT CEMENT PLASTER WRB LAYER "2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP 81-EATHING SYSTEM (ONSTALLED PER o TO }^ GAP MIN. LATH SHALL NOT BE CONTINUOUS 6 a' 6 I e MIN IN THROUGH CONTROL MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE- / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 00415' WIRE / 3- BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"W" TYPE CONTROL JOINT OL FOLD INWARD • PT. A ( :j (.FOLD • PT. A 2. CREASE • PT. B 3. CREASE • FIT. C NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BHINSI F I¢OOFIINC=—� DRIP EDGE: OVERLAP 3'. EXTEND V2' BELOW BREATHING, MECHANICALLY FASTEN 4' O.C. MAX OI. FOLD INWARD • PT. A 2. CREASE • PT. B Fo ® I. FOLD INLUARD • F'r. A 2. CREASE • FT. B 3. CREASE • PT. C 4. FOLD PT. C OVER PT. B TILL PT. C TOUCI IE8 BOTTOM FLANGE BorroM FL�"E WATER TIGHT BEAL. FOLD, I CI4i Cur. i' THICf(, 3 COAT CEMENT PLASTER (FRAr'E), In' 2 COAT CEMENT PLASTER (CMU) WRB LAYER 02, FORTIFIBER BUILDING PAPER(MAMe ONLY) U95 LAYER M, STUCCO WRAP (FRAM ONLY) LAP LAYERS OF BUILDNG WRAP OVER NAILING FIB, STOP WRB Ate. I J6' ABOVE SHINGLES (FRAME ONLY) la FASCIA WRAP .il WALL FLASHING KICK -OUT FLASHING (SE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' i HORIZONTAL LAPS. ALL SEAMS NEED 70 BE TAPED WITH FORTIBER SHEATHING TAPE / I" MINL LAP ® ME'AL LIT ' -I 1 T ' 16" MIN PAPER LAP BELOW ONL7 �, / LWRB LAYER 02, FORTIREIER BUILDING PAPER PAPER LAP SCALE: 1 I/2'=1'-0' ® KIC KO UT DETAIL LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP P MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9' (223-MM). AS PER ASTM C1063. NOTE_ FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING OR 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/lil ZIP SHEATHING SYSTEM (INSTALLED PER mANUF. SPECS-) W MIN. LAP LAP = LATH LAP = PAPER 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4+ WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I 1' OR LESS PIPE PENETRATION.....::,.:.; CUT AND OVERLAP ONE SIDE Or - SELF -ADHERING MEMBRANE FLASHING STEP 11 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SSCTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES F`. 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING: TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 SELF-ADWERING MEMBRANE FLASHING WRB LAYER "1, STUCCO WRAP WRB LAYER 42, FOR IFIBER BUILDING PAPER -- METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE �%I CONT. BEAD OF SEALANT —INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. 34 f=if=E i= N TRi� ATION DETAIL (F.f1� ) HORIZONTAL LATH N.T.S. & PAPER DETAIL '1/16° ZIP SHEATHING SYSTEM ( INSTALLED PER WPM. SPV.694160 OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 GOAT CEMENT PLASTER(FRAME), I/2' 2 GOAT LEGEND- METALCEMENT PLASTER (CMU) LATH (FRAME ONLY) LAP WRB E TAPE OVER D RA f NACRE FL )ENE (MR5 ROOF/WALL LA`rER #1, STUCCO UJfiRAF) 51IX5" "L" TYPE CONTINUOUS L RB LA*rER (FORT IF 13ER — ' — - — - ASHING (GAL. TOROOF AAiL ETAL LDECK, OT BUILDING FIFER) WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, 1"IETAL LATH X X X X INSTALL WITH ROOF CEMENT 5 2 L„ N.T.S. ROOF PER ELEVATIONS FLASHING STUCCO ;a... ... a WOOD OR 1/10" ZI1= WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE : t"IET.AL LATH: LATH TO BE 1=ER SECTION R-103.�.1 / AST1"1 C - 0.4 1-14a) 1"11N. 2.5 LE36. FE R SO. NrARD (uT I L I Tom- OR NOl"I INAL LATH DOES NOT 1"IEET Si=ECIFICATIONe) Reviewed for Code Compliance Universal Engineering Ea Sciences 2194 HWY AJA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 SUBDIV. Be LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT{: 04321.201 124R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 rsciar r 03 05 21 DATE: / / SCALE: 1 /4"=1' — 0' SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "M, STUCCO WRAP 6 DRYER INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD,ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING + JOINT ALL AROUND HOODED VENT }' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (WRB LATER *1, STUCCO WRAP) WRB LA`r"ER #2 (FORTIFI5ER- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO STUCCO FINISH ro' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT_ SEALANT) SEALANT TOP E SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' F_ F- / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AAMMAA I LJ M=1_1=I Y= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / "� mot' ° 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT At ALL JOINTS AND INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER 41, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING PAPER METAL LATH WOOD -1/8' TEXTUllizED �FINISH CONSTRUCTION ® WOOD FASTEN TO WOOD STRUCTURAL 4 MEMBER 0 1' O.C. MAX 8' GMU :} � Ye' TO J4' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP STF #1 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5Tfi #3 STEP I*E� OELECTRICAL REC IIn WRB LAYER "1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER "2, FORTIRBER BUILDING PAPER 5T F # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T F % PTACLE Reviewed for Code Compliance Universal Engineering ;,rASciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #124 PROJEC T# 04321.201 124R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: MAR 0 g '2021 MICHAEL C. ANDERSON AR NO T7305 ri`i`Y 1 DATE: // 03 05 21 SCALE: 1/4"=1'-0" SHEET 3 n 9 LEGEI-) DRAINAGE FLANS (WRB LA`r'ER #1, STUCCO WRAP) WRB LArER *2 (FORTIF15ER - - - - - - - - PUILDING RA1=ER) METAL LATH x x x x STUCCO •.:. . ., WOOD OR 1/16" V= WALL 5HEATHING SELF-ADNE�r-)IVE FLASHING - - - - - 2 1 /2 " 14B CORNER BEA CORNER BEAD (FASTENER 4 SPACING s I" O.C.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLI' TO MASONRY 0) BLOCK Reviewed for Code Compliance Universal Engineering I Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 03 05 21 DATE: / / SCALE: 1/4"=1'-0" 1 2x& 5U5-5AND W/1 "x4" NOTCH Q END, WRAPPED IN PEEL 4 STICK DRIP- EDGE -1/8" TEXTURED FINISH -1 WOOD 1/2" TEXTURED FINISH a CMU METAL FA 1\ I\ I\ I\ I 1 I \ 2X6 SUS 1 \ METAL FASCIA 1 WRAP Yell FROM \ STUCCO, 1" FROM \ 1 WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \I �\ NOTE: NOTCH FOR 2X& SUB BAND ONLY �\ I \ 1 \ OELEVATICN 1 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �— 1�/3" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH E) CMU �!-2xro SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK \--METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH o WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) WR5 LAYER 02, FORTIFI5ER 5UILDING PAPER (FRAME ONLY) ROOFINGS CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHINCz SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PW)CEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/12d NAILS roll-8' O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C) WALL SUB BAND DETAIL (6) WALL WICK -OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENT5) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYHx4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT G ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.4,, ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n g ro u p. co rn AA #: 0003325 Aft \. SNlfg h g u �\\sue` 1ININ 4 9© SVSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124RI MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECTP STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDER AR NO 17305 r"i`" i DATE: / 03 05 21 SCALE: 1/4"=1'-0" 1 SKEET A6 z�nz ._ ^ ^ ` ^ ^ � � , � � � ' ^ ^ . � � � � Co m IT � ENO ' � �x/ \ | � SLABl l{Z' | | S LAB LL ILL F-24X24 4 SLAB 1" PVC CHASE I ISLAND El —100 lu- 00 EXTEND —4" PVC CHASE L SLAB A" "12' 44 0" SLAB co uj Wi LL —EXTEND 0 FM-12X18 (&4 14" CO F M I 11 /2 XA 1118) jC- HLFIM-12X18 12X18 1.1 FM-12X18 1.1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2.TOP OFFINISHED SLAB SHALL 8E+^O'-0' 3.COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4.REFERENCE ELEVATION +'0''[y',SEE SURVEY PLOT FOR N/YVD. 5.PROVIDE ACOMPLETE TREATMENT FOR THE PREVENTION OFSUBTERRANEAN TERMITES. TREATMENT SHOULD RE|NACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BYTHE FLORIDA DEPARTMENT 0FAGRICULTURE AND CONSUMER SERVICES. 0PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ONGRADE � PROVIDE 1/2"FELT PAPER ATTHE JOINT, 7.COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8.SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OFTHE BUILDING, B.WINDOWS, DOORS AND ROUGH OPENINGS ARE TOBECOORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ONTHE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 1O.SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EI|ND|CATEG#5BAR, EI|ND|CATES#G8AR.E|ND|CATES#7BAR VERTICAL REINFORCING BAR |NCELLS FILLED WITH GROUT. ENDS OFRE|NF.BARS SHALL 8E HOOKED INTO FOUNDATION BOND BEAM 8RTIE BEAMS WITH ANAC|STANDARD QU° HOO��8ARSSHA L8EPLACED 83SHOWN |NHEPLANS. 12SPL|CEG|NRE|NFC)RC|NGB/\RSSH/\LLNOTBELESSTHEN40BARD|A��ETER��(#5= 30''.#0=36''>.AND REINFORCING SHALL BECONTINUOUS. 13.RATIONAL ANALYSIS WAS PERFORMED TODETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ONALL ALLOWABLE SOIL BEARING CAPACITY OF2^O00 PSF.TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. l4.VERTICAL REINFORCING |NC&1USHALL BE#5'S A3SHOWN ONTHIS PLAN, UNLESS OTHERWISE NOTED |NTHE PLAN. ONE REINFORCING BAR SHALL BE: A)|NALL WALL INTERSECTIONS B}CHANGES |NELEVATION C)EACH SIDE OFALL OPENINGS D)ALL CORNERS 15STRUCTURAL DESIGN |S|NACCORDANCE BUILDING SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 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 -31OF SLAB SUPPORTED INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SLAB THICKNESS I REINF. REMARKS 31/2 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE )VIDE CORNER BARS, SAME SIZE QUANTITY AS BARS I FOUNDATION, WITH 30" LEG EACH WAY. AARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REIN SHORT LONG FOUNDATION PLAN � SECURE CONIC. W/ UNIT ROLL STRAP OR (2)-3/16«X2(UNIT TAP —CONS C"nu. S^..'wRE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MT[- ` SCREWS � �� 7�Tl�T �1�� YL CONNECTION �K � U UUNN TO PAD DETAIL_ TOT 511 Reviewed for Code Compliance Universal Engineering Sciences � 2:194HVVYA1A.SUITE 301 |NDUANHARBOUR BEACH, FLORIDA 52937 PH:32�-8O2-3591 vvvvwabdesigngroup.cnrn AA#:0O03325 kl s v o n n n n na PHASE 2 LOT #89 i z ¢a Q W m co J .9f a Ofn (0Z � o Cl) EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z N r STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL e \111—EE SLAB SCHEDULE g 40A- 6" 4" CHAMFER (1-STORY) .CHAMFER (2-STORY) SEE SCHEDULE R WxD, BAR SIZE ND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=T-0" 0 io BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO FARING - WALL W/ SYP Not UDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT — 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1 /4" X 2 1/4 TAPCONS SCALE: VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK G RE B : PLATE TO LA d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE +_ u._u.. TOP OF. SLAB .Qa °. b oa SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT [OR FOUNDATION OD WALL 9 SCALE: 3/4"=1'-0" (NO LIFT) z �. . STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND ❑ } SPACING REQUIREMENTS QLu L LI a0 U w v a0 8" CMU WALL �.. O ° Z Cl) a + u. urA .. TOP OF SLAB QI j� a VARIES SEE SLAB SCHEDULE TOP OF GARAGE it a . EXT. PORCH SLAB(4" CHAMFER 1-STORY W/ 1/2" ISOLATION ° ( ) 6" CHAMFER (2-STORY) JOINT (WHERE •' i SEE SCHEDULE APPLICABLE) z 4' FOR WXD, BAR SIZE I AND BAR QUANTITY CN EXTERIOR MONO -FOOTING 2 @ GARAGE SCALE:3/4"=1'-9' ' u1 I vai NEW REINF. BAR O a SECURED W/2.PART a I EPDXY. MIN EMBED J Q 8" LINO Q p FOLLOW ALL MANF. 2 SPECIFICATIONS FOR co ¢ I USE AND PREPARATION OF Z00 4 HOLE. w 4 J Ij o O O Cl) 6 : QQ- 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 30" MIN. EACH WAY, MONOLITHIC FOOTING • 9 b P vN rT- FM Pp v P a v . ' CORNER BARS, SAME SIZE AS LARGER BAR p PI l IN FOUNDATION WITH 30" LEG EACH • •$ ! WAY ATALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS P •vl.. ._, v P MATCH AMOUNT OF CONTINUOUS BAR CONTINUOUSSTEEL MONOLITHIC P' FOOTING REINFORCEMENT SEE SCHEI ULE WHEN TRANSITIONS ARE. MADE FROM FOUNDATIONS H ING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE T E LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE 3/4"=1 -0 AP TOP P A MIN. OF 48" PLATE A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O1C BTM. VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/ Sy No 2 STUDS SEE PL S FOR E R PLATE TO S B W/ SPACING. SINGLE BT LATE 1/ "x DGE ANCHOR/2" TO BE PT. PROVIDE DBL. OP R SET IN HIGH ST ENGTH PLATE XY 5-1/2" EMBED MI @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d iL x 3" SEE SLAB SCHEDULE a +_ 0 o _ TOP: OF SLAB .a 4. - — a• EQ. EQ. /—BARSEE SCH ULE '/ FOR VVXD,BAR BA IZE h' AND QUANT INTERIOR CURB FOUNDATION WOOD W SCALE, 3/4"=T-0" (W/ UPLIFT) j U J a cn a' 8" CMU W POURED LINTEL CONT. (TYP.) - +_ 0,-0., 8" CMU FILLED CELL (TYP.) ' a TOP OF SLAB Ij 2X WALL FRAMING a. SEE SLAB SCHEDULE° 1/2 DIA SIMPSON STB2 BOLTS 5" Z MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °r POURED MONOLITHICALLY WITH -- ' • FOUNDATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- 10 OOTING AND COL. P RCA ^3/4"=1' 0" INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1 -0" u J J � � o w Lu w = U U) CURB FOR MASONRY UNITS SET AT ELEV: 0'-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN: OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE +- Y-o" TOP OF SLAB SCALE: 3/4"=l'-U' VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE m e . ..4 <. 4 4N� .. e; EQ. EQ. SEE SCHEDULE as FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL (NO UPLIFT) Reviewed forCode. Compliance Universal Engineering Sciences 2194 H WY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA # 0003325 „i .ate '; 1 Ci 1 w I 4 p � l IL ��.. IDDT� �eLOT- OREEKSIDE PHASE 2 LOT #89 FROJECT# 04321.200Z08%, C - IIODEI: �i A "1672 RIA' I]GA AGE SWING'. RIGHT 5� f� ]PAGE: F: k t DETAILS I (160MPH EXP. i'#' ARCHITECT g ATE OF FLORIDA I A MAR 0 9 '2021 ICHAEL C. ANDERBON AR NO T7305 03/04/21 DATE: ..us SCALY: 114-=V-0- I SHEET S 1. 1 A k 6 II 23'-10" 1 T-0" DOWEL PLAN SCALE: 1/4" = 1'-0" W1 2194 HWY Alk SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com iIIlll AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODELc 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 0 9 e2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 04 21 DATE: / / Compliance 91 Reviewed for Code Universal Engineering Sciences SCALE: 1/4"=1'-0" wSIiE'ET S1.2 TIE VERTICAL IIREBAR TO HORIZONTAL REBAR W/ 10"HOOK GROUTED BOND BEAM VARIES PER ELEV N .e a _ 4 ° IL Q °e. Q C2 4. iY m 00 CLEAN OUT REQUIRED FOR INSPECTION p S 0'-0" FIN. FLR. TIE ERTICAL REBAR ° <Q a TO HORIZONTAL _d a' REBAR W/ 10" HOOK °�L Z W s a ih C) HORIZONTALNERTICAL rj� REINFORCINGI a SALE: 3/4"=1'-0' BAR SIZE 46 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND IL SPACING REQUIREMENTS W ° m ci J 00CL Y - Z 8" CMU WALL O i0 0 co , e .' ° - --'� a < SEE SLAB SCHEDULE EXT. PORCH SLAB p 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE w i APPLICABLE) Z ° MATCH STEEL REINFORCEMENT 6" PVC CHASE r PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY 4 #5 BARS Fil �jo t t d 0D 1' 0" a TOP OF SLAB TOP OF SLAB a . LL1 d BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 1 30" #6 36" #7 1 42" a MU an. e•ad a ° 6" PVC CHASE THRU FOOTING UNIT DIMENSIONS NOMINAL SIZES WNRY SYMBOLS MATCH STEEL REINFORCEMENT PVC CHASE PER SCHEDULE THRU FOOTING LE: 3/4"=1 '-Oa Reviewed fo r Com 6 p ante Untver sal Engineenn9 Scien ces 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH; FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 4 CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL 4EAB "1672-ARIA" GARAGE SV,71X , { f RIGHT AGE: f i,q DETAILS DETAILS I I� z �J 11 0 le p ARCHITECT: ix 1E OF FLORIDA F (ppA � p P -RAEL' CR"E'F��ry� ON AR NO 17305 Rl J� r e _ ALE:1/4"=V-I0', P, .g m I.2A. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO'BEI CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 10d x 1 172" HDG NAILS FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL IBE 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. 41 5. LINTELS AND MASONRYBEAMSWERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS 8. LINTELS SHALL HAVE 4 NOMINAL BEARING (4 ) 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS` REACTIONS AND UPLIFTS SHOWN ARE THE, SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE SIZE & f MARK REMARK DESCRIPTION (2) 2X8 1 II BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. =. TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O S = T P OF SLAB ABBREVIATIONSE.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (Psi) SIZE W'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A RO6TED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES I 00 Reviewed for COtle Compliance UnIVerSal Engineering Scienrea 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 `1 o)o \ a J £_ v lk vIl Icy, II 4' CREEKSIDL PHASE 2 ' LOT #89 PROJECT# 04321.200 089R1 MODEL: 4EAB "1672-ARIA" `1'� AGE SWING: RIGHT PAGE: fl LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHrrECT: STATE OF FLORET, MAR p g 2821 MICHAEL C. ANDERSO AR NO 17305 PRINT' DATE: 03/04/21 SCALE: 1/4"=1'-0" SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=l'-0" DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 0 OPEN FACE SHELL SO _ AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS i\S REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE. A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x8 BOND BEAM �NOM W/(1)#5BAR - F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM AL LINTEL TO TOP OF BOND WIDTH # OF #5'S. IN 2ND BOND BEAM, IF FILLED LINTEL - BEAM COURSE A\\J 8x8 PRE -CAST CONCRETE — �c�._1 6-1 T/1 M/OB LINTEL W/ (1) #5 BAR (L2) HEIGHT LENGTH OF BAR = WIDTH OF # OF #5'S. TOP OPENING - 2" 1 I IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 1 HAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - 1 T/OM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1I11M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL _OPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION I SINGLE #5 CORNER BAR, 30x30 TURNED UP / OR TURNED DOWN INTO FILLED CELL _E REINF. BAR(S), I STEEL REINF. OF ROUTS BENEATH BOND.BEAM SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 1 1/2"=1'-0" — STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION -CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-U' 8x16 DBL. BOND — BEAM W/ (1) #5 BAR EACH COURSE BOND BEAM BOND BEAM -1#5 TYP.8"x16" �p BOND BEAM TOP OF BOND BEAM OF OPENING SEE NOTE 5 MASONRY BEAM DESIGNATION SCALE: 3/4"=1'-0" TOP PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END I �7/16" OSB SHEATHING �- CMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. T: CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J .r.ti,." A DATE: 03 04 21 I SCALE: 1/4"=1'-0"' SHEET S2.1A 0 L S a "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 1 SAFE P LOAD LIF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8 OB 16-1T/OB 0-1T/OB 1T/OB 1TroB 2-1T/OB TYPE LENGTH �8 PLAIN 8/8 SOLID TYPE LENGTH �'1T 81164T 8/26-1T 8@4-1T 8@8-1T 8/32-1T 8/8-16 16-1T/1 1T/1B 1T/IB a1T/lB 2-1Ti1B 8/8.2T 8M6-n 2T 8r24-2T &2&n &P32-2T 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3' $" PRECAST 689 1024 3'-0' PRECAST ism3524 4394 5263 8132 7001 2465 6113 6385 7708 9031 10000 1569 3624 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3N5 4705 5587 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7102 am7627 8751 7363 3080 3815 4570 5325 1 0079 4'-6" PRECAST 819 533 1770 2400 3033 3866 4300 4'-6" PRECAST 398 591 4'-0' PRECAST 1207 25M 3375 4043 4711 1 6379 1625 5743 7547 6752 8541 75% 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 25M 3123 36M 4249 5'�4" PRECAST 411 411 _ 5'�' PRECAST 1016 ism 2374 2944 3513 4084 1319 4480 7198 7342 5780 8259 1016 2276 2838 3399 3961 4064 5'-10" PRECAST 817 �e 5'-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 1161 3e93 Oun am am 929 2D80 2593 3107 3020 4133 6'-6" PRECAST 692 1139 3227 3031 3707 43s3 5061 G-0" PRECAST 1 410 721 6'' PRECAST 835 1201 1576 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-0" PRECAST 570 930 2498 2205 2NO 3191 3685 7'$" PRECAST 303 534 7$' PRECAST ' 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 167A 1 2026 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2821 9 " PRECAST 192 384 9 PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1843 1989 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'-8" PRECAST 151 301 101-W PRECAST 350 488 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 19eg 11'�" PRECAST 330 5" 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 111-4" PRECAST 430 40e 530 653 m 872 544 1312 1742 2252 2668 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 INS 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 we 476 587 698 T83 507 1210 1596 2048 2586 3171 ,� 940 1300 1560 1314 1476 13'�" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 30s 303 393 484 575 645 414 1045 1305 1732 2316 2005 396 T80 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 low1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 380 443 526 809 390 978 1272 Me 1950 2388 378 717 981 1192 975 1133 " 14-0 PRESTRESSED N.R. NR NR NR NR NR NR " 14-8 PRESTRESSED N.R. 283 " 14-8 PRESTRESSED 239 422 506 628 746 865 458 1079 1429 1824 22T7 2712 246 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 _ 15'4" PRESTRESSED 224 _663 387 484 574 684 793 412 1014 1340 1703 2118 2513 230 Ole 908 1134 1353 1572 " 1T� PRESTRESSED N.R. NR NR NR NR NR NR " iT-4 PRESTRESSED N.R. 183 " iT-4 PRESTRESSED 187 828 366 461 �597 680 300 ON 1121 1413 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-40 PRESTRESSED 16'1 266 348 430 513 595 235 738 959 1200 1467 1716 166 429 On 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED" N.R. 126 21'-4" PRESTRESSED 142 219 308 381 454 527 180 596 833 1038 lies 1468 142 373 537 890 816 943 Y -0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 185 550 784 992 1203 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 244r PRESTRESSED 124 774 245 302 360 418 120 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTrS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Enginer.i �,y Sriences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-8,2-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DRINT -I ATE• 03/04/21 SCALE: 1 /4"=1' — 0" SHEET S2o 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 SPECIFICATJONS. 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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 REVIEWAND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND' BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT( X-ZF, POWDER ACCTUATED FASTENER; ZF 72 P8S36, .177" " x 2 7/8' LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UOLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM U-0j1, FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD L CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES, ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS, INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, (AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND CbFFERS 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. CDERITRUSS HORD BOTTOM 1VK . 2x'4 SCAB NAILED TO )JACK TRUSS BOTTOM CHORD W1MIN (4) 1001 APPLICABLE NAILS FOR EACH CHORD CONNECTION 1 DISSIMILAR (BOTTOM CHO TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING BRACING @ END DISSIMILAR BOTTOM CHORD BRACING @ MID RUN FOR Nf OOR IGH flo L. i i NTROL DATE. 01/27/2020 M Tek USP SIMPSON Sl 1111 SIMP50V Of, UPLIFT GRAVITY DES. UPLIFT GMVIIY fASENER FASTENER ETA 16]8 1N2S MI1 A-1F. ]451} 810PX 1121PLY ]INS 2 PLY EMBED4 (I / ,() 81W 112 IPLY 616d2PLY, EMBED4" 11 / .( FIT HTA 1&10 $430 (2)META 16 19RS (12)1Ud x.1]2 1011011/$tl "1.PlY EMBED 9 ETA f6 180 1IIAN INU 2-0LY,.EMBf (10)IF.. M16M14 (9) 10d d 11/2'1-PLY,(9) IM2PLY, EMBED4" HTA20 Ul IT ETA 20 OU0 20) 1 /2,(9)MEN 2-PI3Fell (9)1M x 11/2 1-PLY, IG 1M 2PW EMBED 4" (2)El DIX 2430 (21 HTA-2d $ 035 12111d%11! IMPLYEDGED 4 ( ) 1010E 312'1-PLY. EMBED R' 2i. (10)16M 2-PLY EMBED4 N2)'Go ]PLV E`GFU'" WGT-2 1655 L1:1,$ 18M ELX(5)1/4 3 W d0 Bolt+ AM ceor, WOOD I1611W (1)1/4 21/4"TREN,WOU"JIM161I LUG'-3 3380 LUTEME 5 34W CONC(4)3/8 XS Wedge -BoIrvAC.ors, WC00(12) W525 (121 DOS 1/4 a3' TO GIRDER, 141AIR "x5-TRfN KID TO kA ALL OHTA-2U 2430 11EIA12. 24ID (DE) IDEx11/21 PLY ALTERNATE LOS OF(2)HTA-dD ACCEPTABLE (19) - ITS x 11/2, 1 PLY ALTERNATE USE OF (2) META 20 1 CCEPTARLIq MUG135+ IAA REM+ 3915 (1)5/8"AT. RI IN H IGH STRENGTH EPDXY (MIN. 12" ERI(22) 1M TOWOOD) (115/8'A.MA IN HIGH STRENGTH EPDXY(MIN. 12' EYI ED),(22)] TOWWD XUGi2+ 9575 1G12+ '1Ofi90 WOOD (0)lOtl..MASON RY (2)3/4'A.i.fl (2)3/4 Y N G 'I R! G' (MIN.12'EM fU),(16)1 TO WOOD X UGT3♦ 9860 FGi-3♦ ]Ofi90 WO DN(8) iW. MASONRY(2) 3/4'A.TR 12)114 ATIN IT IGH SY HE NO I H F POO(MIN. I2' EM ED),(16)1 TO WOOD LPTA ]SIO PARALLELTO WALL 14]O PEIIPE NOICUUR T.AI I LTA2 1210 PARA LIMIT 1210 PE SEE N `HALL TO LL WA DICUGARTO - (10110C 111/2 130110E x1-3/2' MUL'fi6 3945 NIT 4940 (1)5/8"A.iR IN HIGH STRENGTH PROXY JEAN. 12"EMBEDd,(4)Led TOP/I6)LIM FACE/112) 10d BACK OF TRUSS III IDE"AT.R.IN HIGHSTBENGT. EPDXY (MIN 12" k MBI G,(16150$,1/4'13 HUGT 9515 (2)VGT 71.5 (P)S/e AiE 1IGHSIRENGI'HPPO%YIMIN.12'r".,D), IS) ]W (2)5/B AI R- IN HIGH STRENGTH EPO%Y(MIN, 12" EMBI G.(32150114' x3 MTW 12 IS, MTS-12 9Y0 (Bi INY xl1/2 (14)IDEA 114110d X11/2" ETW 1fi BIDS H4n6 13ID (16)IF, X 1f2 FIA l0a TRI led X11/2"' HTW 20 IRIS HR-20 1310 (24) led X 11/2"(20) 111 (24)10d%11f2- HTW24 1355 MT5.24 1310 (24)111 X 11/2 (20)LOU (24110d x1112" US. 12. ED, LMAT2r B21 (D%ID. 6o)1od LSA1D» 1D35 IT! Aad M1M1 2235 (14)10' TAT lId MSTA-1B++ 1810 META-181+ 1315 14MD)d NI A. META 24. 111. g4l)]Od (]F)]Od. IM'Id META 3111 206,1 MIIA-10++ Id", (22)US 22)10d MSTA-31++ 2065 MSTA-36" DID. (IS)UP 116110E KST1236 2765 OST136 ROD (361]W X11/2" (36)100 X1 W. KTSI248 11. MSTSB 5070 IEG Feet :X1 V2. 48)1oa X11/2 LRAM E. H6 1055 (16)Ed x 1 JR".(1618c) (R) Be TO PUMPS, (818d TO MJM EFT4 .11 SP4 S25 y: (M IM 1. Ni00S(1) 111E m 1.e (6110d 111/2'TO STJGA MP34 ... ID 1E 1. 43U (4)Adx 11/2 ` TO B HAM, 14) Ad x 1 DID TO POST. (41 Rdx11/2" TO B LAM(41 Be x 1112"TOPOST - HHCP2 EM HCP2 m (]0)1W x. 1/2" TO TRUSS. FIR 1W X I I/T' TO 1UF1 12) IF, X11/2' MIT16A U20 H111A U.. , (9) 10d x 10R" TO TRU RSUO 1W X I V2"TO PLATE U8110d X11/2" MUGTI1 A MEDIA 4175 IGT IF H0J4 45. (38)DGBT TRUSS, To) WS3 WOOD SCREWSTO POST W/5/8"THREADED ROD (1665051/4"X3" TO WOOD, SIG 1/4"X31/2"W/i RDFDR U D,,(2) NU1S/WASHER2 PLY MUM GT35&%TA A175 VGT&HO]B ONO (18110d? TRUSS,(}O)W53 W00)SCHf4VST0 W)Si W/5/N"THREADEDEO" (16H5DRI/4"x3'TO WOOD. (3)-3/4"STUD 80LTSYV/i pEADF011 p111)NlllS/WASHER/2PLY'i. El 2534 6]]5 ABU. 23W 7750 (1)5/8 -At R IN HIGH STRENGTH EPDXY, (MIN. T`IEMBFD) INCONC,(12)]6d TOW00D (1)5/BATH IN HIGH STRENGTH EPDXY, (MIN T' EMBED) IN CONa,;(8)16tl TOW00D - PAUW 2455 16MG ABUf62 21. 182E5 (3) SIB' ATI R IN HIGH STRENGTH EPDXY, (MI N/- EM BED) I N Ulr 12)1fd 10 WOOD (,I SIX I R I lG, E, GTH EPU%Y TRIP,, k .I D)NCO C,11211Etl TOWOUO 1T519+++ I'm L1.1- 13I0 T)9/4"A.i.R. IN HIGH STRENGTH EPDXY(MIN.T'FMDED)INCONC.,(N)}WTDWOOD (2)3/4'A.TT. IN HIGH STREVGfH EPDXY,( MIN, T' EMRHOJINCON ,(8)1WTOWOOD 1R20B- IIM LTTO11- I'M (11 Ell A_TRN TOUR RENGTH E PO%V(MI N: 2" UM BEL) I N[VNC.,. Id)}W x 1-3/2 TO WOOU (1)112 AT R IN MGH STRENGTH EPDXY,( MIN. T' fMBE)IN CON, (10) 1 W TO WOOD F. 41W HTTL 4455 (11SjS'A TIR I N HIGH STRENGTH EPDXY (MIN.]'EMB ED) IN CONY., (IS) 1&1 X 2112' (1)5/9ATR IN F IGH STRENGTH EPDXY (M IN. T'f MEEI ) IN CONG,(26) 16d X 2112 H1145 SONS HTTS 5040 (1)5/8'A.TU IN HIGH STRENGTH EPDXY (.MIN.Y" EMBED) IN CONC.,(26) IMX 2112' (USOSATR. IN HIGHSTRENGTH EPDXY (MIN, T' 4MPT ) IN CORD,(26) DAR SO V2 UPHD]]R 14395 EEDOIYSM 25LF 11910 +(1)1"R.T.R IN HIGH STRENGTH EPDXY, (MIN.IO"EMBED) INCONC-(24) WS3 WOODSCREWS (1)1"ATR. IN HIGH STRENGTH EPDXY, JOIN. 10' EME ED) INCON-(24)DUE Y"x Yh"WOOD SCREWS HULA ES dS XD]B 6fi4S (1,I/8"A.I.INXIGX STPEN6TX EPDXY,(MIN]"fMBEO)INCONC. (14)W53 W000SCREWS (9)]/R'A.BIN HIGHSTRfN6TH EPDXY, (MIN.T'f143 D)IN CI'1Ni., jJf3/6'SI UOtlULTSTL WOUO T DYB ]8N (l)]/B': A. a. IN HIGHSTRENGTH EPDXY, (MIN.]"EMBED)INCUNC,13)i/8"STI(D BULTSTU WOUD NTM35K12U 15. 7130 MBHA 3.56/11.25 3]4T5 5330 I,)1/T"1-80LTWMIN6"EMBED&NUTlf53TEAN4"FRUMEDGE.IM.CpVl3/4" DIAIM'RAMSET/REDHFAD DYNA BOLTSLEEVE ANCHOR OR ED W/MIN 5"EMBED INSTALLEDIN FACE.ITUDoATIOIST O3/4 ATR IN HIGH STRENGTH EPDXY, (MIN 675"E EIOXYIMIN fi]i"EMBEDMENT) INC.M.0 FACE l38) 1c BFDMENT)IINC TO BEAM.' Pp 3/4 .MJ TO' AT.R IN HIGH STRENGTH HUS4121F 3615 2710 IFUREU 3325 ]25M ( ) HUSC412 ( WOOD) 3IN, 2635 HIMEN) 3220 12S%I ( (I0116d TO HEADER, FOR DEE TOWWD I (10) FAR TO H PAGE Ed (10) BEd TO WOOD HWlolf (AMU) 1950 3030 HJC430 (CMU) 18 C0 45C0 (1g1/4 3 WF3 SCREWS, 30)10ET0 WOOD.USP ($D)3/16""TAPPERM1,(1o)10tlNWW0 (18) Fit a3-3/4.. TITEN (9 PER FUNGETDCMU, (loll TO WOOD HW10.211 DMU) :TROY Row HUC2162 (CMU) 18 (d 4iLO ('OTLY'"i,3 W53XREW5,11)I0d TO WODD:USP"'TAPPERt(9ol'IOd TOWWO (10]/P'x2�3/P' TNEN(9 PER FUNGE)TOCMU.(10)] TOWOO: HD2UE31F CMH 27M SOBS NUC2103 jCMUI 18C11 .NSW (181M"" 3 WEB SCREWS,(10) 10d TO WOOD. USP(20) VIE TAPPFR+,(10) IDA TO WWO (I81/4x23/4 TITEN(9PERFUVGE)iOCMU,(1011 TOWWD: ' LGUM262 2125 AG6 IGUMMI1 ]430 SS$5 (4)3/B"XA Wedge Bol}M1.AncRo�i�WfglJ 4)WSiWWDSCREWS (4)WSR 4TOEN P.DANCMORS(2 PER FUNGEITO CAA MJ1/4%$1/2SDSSCREWSTOWOOD 2X4 BLOCKING BETWEEN TF USSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. 1 CJ1---II \l Ii II w II' I III' I _ EJ7 uLL' n u,l lIILU 11 If 11 11 11 11 11 11 111 cJ3 I II II I I 11 II II 11 II II I 1C ( I III ATTA H 4'-0" LONG 2x SCAB TO II I II II CJ5 I. _= II a 3.1 u I I ,[ATTACH TRUSS W/ 10d NAILS@ 6" O.C. II n n II 1A E I II I I II (II FROM II EA. E II II GT M Q p O m o K N 0 LL O Z Z U O m Q � 0 � 0 x U IA I - I/1 CJ3 1 CA 4_��= A8 2 RlA 9 NN 1 - - - - - - - - - - A5 DID A4 y� , A2TII"SW- ABRICATEDROOF I - - Q%a"O.C. MAX- R =__ A1A =: Q I C~ A2 OOF ATTIC L ° ACCESS 1= _ = A3 - ��Q y6a ..- ___�_=___�_ A4 = I A5 >I n Ag v ' � II I1 __- - 1A GT A8G n u CO 11 v N 1A= >II III >. II II II II = - II n n n A 1- II II II II II __ _ Lu V FRA SCALE: 1/ ONG PLAN =10.011 ®-© CJ1 CJ3 0 CJ5 2 IN 0 1A 69 Reviewed for Cade Compliance Universal Eng)neennc Sciences e 2194 H WY ABA, SUITE 301 € INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 1 www.abdesigngroup.com AA#:0003325 M, Er F!a N r"I HA AM l� TLOT , ) SIDE E 2 #89 PROJECT* 04321.200 089R1 MODEL: 4EAB %672-ARIA" t x yyy GE WING. 4 RIGHT IIAGE: FRAMING PLAN I (5 I° IlR MPS EXP. C,4�/ °N ARCHFECT STATE OF FLORIDA CN P. L= �t 1=i MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305:' PRINT DATE: 03/04/21 k.` SCAT 1/41R=13-0" Gj / / ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON — (9) tOd x 1 2" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", HTSM20 W/10 10d TO (12) 16d x 1 "'NAILS TO TRUSS SHEATHING SCHEDULE" (9) 1Ad x 1 12" NAILS TO 6"1 8" x 4'-0" MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENGIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS. 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO (16) 10d x 3 4' NAILS TO GIRDER AND NOTE: APT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER O SIMPSON 2 SIMPSON HETA16 TRUSS ANCHORS 6 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. # 1900 UPLIFT 2 HTSM20 INSTALLED ON PRE-ENG TRUSS O W/ 10d NAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 z" NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL W/10 10d TO 1 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 1/4" SEE E ARCHITECTURAL ANCHOR REQUIREMENTS. ,_ WITH (4) s, x 5" TITEN HD TO CMU AND (12) SDS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 2x SECURED W/ (3) 16d ' 4 x 2 "' CONT POURED LINTEL 2 TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C. 1x2.2x WOOD FASCIA (2) 2' x 5" TITEN HD TO CMU AND (18) SDS 4' x GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH It AND APPROVAL GALV. COMMON NAILS. (2) z' x 5"TITEN HD TO CMU AND (I B) SDS 4" x 3" 1x2 SECURED W/ 10d -MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L 770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER & 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c SCALE 3/4"=,'-o' TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) SCALE 3/4"=V-0" SCALE 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. - 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'4" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE 6'-0° MAX (W/lX4) (1) "X" BRACE @ CENTER SECURE AN W// /2"FITPLATE OR 10--0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR R BOLT WW/ / 2" v FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURALAr MIN. EMBED. AT 32" OC 1 x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" 00 PLAN FOR LOCATION O.C. MAX cn STIFFBACK (AS PER o 7) CJ a MAY NOT BE 0 } TRUSS ENG) -CONT. 2x4 SECURED W/ N F a REQUIRED (2) 10d's @ EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION. IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 7 BLOCK WALL W/ GABLE END scALE:3/4-='i'-o" I PRE-ENG'D TRUSS SCALE :3/4"=1'-0° NOTCH DEPTH1/4-D THE USE OF ALTERNATE MATERIALS MAY BE ° HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE T 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 VIAND ARE SUBJECT TO F1 AND F2 FORCES. BTM. -HOLE DIAMETER I PLATE < 3/5*D DBL. STUD 11 ALTERNATE MATERIALS STUD NOTCHING SCALE 3/4"=1'-0" Reviewed for Code AND BORING LIMITS p 93 Compliance SCALE: 1 1/2"=1'-0" Universal Engmeennc Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHn-ECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DA 03/04/21 SCALE: 1/4"=1'-011 SPIEET S3. 1 L 1 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2 DIIf x6 PT. PLATE TO BLK W/ 1 2" P. ANCHOR BOLT W/2" WA HER'SET IN HIGH STR NG�H EPDXY 6' MIN. EM ED AT 32'ABLOC MAX. SECURE GE TO 2x8 P.T. PLA E W� 12d s 8' O.C. MAX / FOI I Sol �rp • r� ►� ��. Is, CONC. POURED LINTEL COURSE CONT.2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED@ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE' 3l4"=P-0" IRReviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301' INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n gro u p'. co m AA #: 0003325 r, R a � h C a �gy�a.Y*fu izh✓1:3;1 F. b 1 "mom ON 01 �e V, Ra h� �} f F r� V33.7ex9 .. �'Us �i k CREEKSIDE PHASE 2 LOT #89 - PROJECT# . 04321.200/089R1 MODEL: 4EAB "1672—ARIA" !0,rt-,RAGE SWING. RIGHT ------ DETAILS �Y 4y I. 2, 160 MPH EXP. C ARCHITECT l STATE OF FLORID MAR 0-9:12021 MIC IAEL C. ANDERSOI NO 17305 RINT 04 DATE. 03 / /1 SCALE: SHEET �' (2) 2X4 No.2 SYP DIAG. - — 2x6 OUTLOOKER @ 24" O.C. BRACE W/ (3) 12d @ EA. SECURED W/ SIMPSON H10A TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" 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) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR -- DETAIL FOR STRAPPING INFO. 1x2. 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W! 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE C,� GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=1'-0" n G SIDE VIEW VTCR SPACING (1) AT EA A Kin R' n" !' PRE-ENGINEER�� )VALLEY TRUSS CONNECTION 2 SCALE: N_T.S. Reviewed for Code EB Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #89 PROJECT# 04321.200 089R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DAINwr TE: 03/04/21 SCALE: 1/4"=1'-0" SHEET Sae IC GABLE -END �2E 7 Q V Q V V V YR 3 T7 C7 = A r7 w C7 w w A, I -,}' HIP ROOF 2f-� A.. I, I' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 F 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3g = 70.40 PSF (80.40) ZONE 2n = 70.40 PSF (86.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r =70.40 PSF (80,40) "A"= 4-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 GENERAL NO'I Eil: � ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M MAXIMUM ACG)2'LCA „* HALL 3W WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF: ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN F CONCRETE E TO BE CHAMFERED 3/4". ALL EXPOSED EDGES 0 ARE i4 ALL W OG-FdR BEAMS BEARING WALLS 5® TES TOP PLATES, RACING LEDGERS BLOCKING Q SOLE -PLATES, LA B BUILDING CODE STANDARDS: FBC-R 2020 7th EDITION WINGS. APPLICABLE BUILD • ON STRUCTURAL DRAWINGS. • ACI.318-14, BUILDING CODE REQUIREMENTS _ OR PSI AND ACMODULUS OF CRIPPLERS, SILLS, ETC.,�SHAQI L BE SOUTHERN PINE NO.0 OR BETTER. T FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS ON RDUND WHERE INDICATED ON +ELASTICITY - 1 4(ln nn 51 INaOL1�Jfll_C( �r arr w I TP RbrnM COLD-FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16AND AISC SPECIFICATIONS DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. F h PRESSURE TREA -.;:-- SHALL BE RATED •drFT-1 t ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE'-''Ld SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, -. REASON SHALL B - A R C H I T E C T s EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE - EDITION;"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE - - - _ DRAWINGS: FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING TO THE ATTENTION. OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION FIRE SEPARATION OR OTHEF NON STRUCTURAL ITEMS Design OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TC BE STRUCTURAL. DEPENDING PROVIDE SOLID E "' Group uo - ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING April 19,-202.1 IS COMPLETE. IT ISTHE "CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOCi SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCI - e DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, Plaririlrig & Development S0TVICCS '. TEMPORARY BRACING, GUYS OR TIE -DOWNS WELDED WIRE MESH, SHALL BE ASTM A1064IA1064M GRADE 65 AND BE PLACE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE TWO INCHES. E IN ACCORDANCE WITH THE IRE MESH FOR SLABS SHALL WOOD TRUE Building R Code Regulation DIVi$iOri THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC EACH WAY. TO BE DESIGNED STRESS -GRADE L _. 2300 Virginia Ave. REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PRC : Fort Pierce, Fl. 34982 :. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLA (772)462 2172 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE RE(.. - GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE RE: Permit # DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS F AND SPECIFICATIONS. DESIGN, FABRICA D.R. Horton Homes CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR':TO FABRICATION. HORIZONTAL STANDARDS FOR Creekside Lot 89 a ., ,• FLOOR: LIVE LuAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE S BJECT TO ENGINEER'S COMMENTARY AN - - Response Letter ROOF: - LIVE LOAD psf REVIEW. WOOD TRUSSES. - 20 psf TOP CHORD: -non -concurrent TYP: MIN LAPS SHALL BE FOLLOWS: #4 BAR - 25" #6 B R - 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 B R - 42" TRUSS MANUFAC!.. . PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH For the above listed project, the plans indicate 7/16" roof sheathing on Sheet SN1. DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS C _ This is an error on the plans. The Correct Callout Shall be 19/32" Sheathing thickness and - ORD psf TOP CHORD psf ALL VERTICAL REINFORCING BARS IN CMIJ CELLS SHALL BE ANCHORED I THE FOOTING, HURRICANE STRA the Correct reference for wind pressures is ASCE 7-16 reference. (7 psf w! ASPHALT SHINGLES). (10 psf wl No GYPCRETE) (7 / ASPHALT (1 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROU13HOUT THE HEIGHT OF THE CONTRACTOR SH BALCONY LIVE LOAD 60psf WALL. TRUSSES/GIRDEF - - STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR L) WIND: DEAD LOAD SPEED -16D MPH 3- SECONDC,RISK INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WH REVER POSSIBLE. DETERMINATIONS CA (ASCE 7 16{FBCR2020) EXPOSURE C, RISK CATEGORY Iq LAYOUT, SPANS 8 - LIVE,LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC NTH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRI SERVED WITH FIXED STAIRS: 30p sf BALCONIES EXTERIOR STORAGE. : HABITABLE ATTICS AND ATTICS SERV P (EXTERIOR) WITHOUTTHE APPROVAL OF THE ENGINEER. STRUCTURAL. EN( - AND DECKS: 40psf, GUARDS AND HANDRAILS: 200 sf, GUARD IN -FILL COMPONENTS: 50psf; PASSENGER 40p P � P PLAN VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS:,30psf, STAIRS: MASONRY: PLANSHOWING C WING C SHOWING 40psf... - MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFEI SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES":JMS 402 BUILDING CODE REQUIRE ENTS FOR MASONRY THE HURRICANE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COIV : TARIES), AS PUBLISHED BY CONSTRUCTION OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY .STANDARDS JOINT COMMITTEE. THE COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, T THE TRUSS TO ST THTRUSS SS - - - - - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGU R SIZE BLOCK OF THE DELEGAT ROOF DIAPHRAGM ROOF/ WALL/ FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Fm = 2000 PSI. BLOCK RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM SHALL BE PLACED USING ANDCLADDING OF TIE BEAMS BEFORE i DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED: SHOP DRAWINGS IN THE FORM i ALL TRUSS TO TR FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL.. OF REPRODUCIBLE SEPIASOFSTRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE. FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY ELLS SHALL COMPLY WITH � Should }'Ou have any C1UeSt10riS; please feel free t0 Contact rile. SHEATHING EXP 1(24/16). or 15/32"STRUCTURAL SHEATHING [EXP 1 SHEATHING WITHOUT THE EXPRESS. WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476,.AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 300 PSI AT 28 DAYS, UNLESS - (32/16), FOR CEMENTITIOUSTILE AND METAL ROOFING, USE 15(32" DOCUMENTS WILL GOVERN OVER THE SHOP. DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION Sincerely, STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND FASTENER SCHEDULE WRITING BY THE ARCHITECT. EDGE SPACING) SEE DETAIL TO CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W1IN 4' NAIL REQUIREMENTS OF GABLE END. SIZE HEAD LENGTH DIA: TENSILESTR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170 ,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) Sd RING SHANK 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7116"O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C.'TOP & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 8d NAILS @ 4' O.C. ON EDGE AND 4" O.C- INFIELD _ BUILDING LENGTH �r NW ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING NOWT ' GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ I8d RING SHANK GUN NAILS @ 4" O.C_ TOP & BOTTOM EDGES 11 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA. END- ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE TYP: EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF it S EATHING Lu W (9 0 o #8 2 DECK SCREWS @ 6 -8 O.C. MAX @ U) uJ EQGES & 12" O.C. MAX IN FIELD, UNTHREADED 1� SHANK TO EXTEND BEYOND THICKNESS OF UJ U SUB -FLOOR SHEATHING O fD [V a a TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf; FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS - EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRILSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE. WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED_ SOIL FOR TERMITE PROTECTION .FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL - THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING.'', Michael C. Anderson SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING '�� Florida Architect #AR173OS RETESTED D AT THE GEO TECHNICAL -ENGINEER'S REQUIREMENTS SHALL BE RE COMPACTED AND E '-LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. ., CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND. THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL ' STRUCTURAL. STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTU�,{}AL STEEL FOR BUILDINGS, 2194 Hw AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) y 802-3591 9TH-EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM - www.abdesigngroup.com - CONCRETE SHALL ACHIEVE MINIMUM28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A38M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES STRUCTURAL SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP GRADE B, TYPE E ORS, Fy = ■■ I� u c PHASE E 2 - 3;000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 1 1 lAS _ SHALL SUBMIT PROPOSED MIX WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO .ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL k,9 LOT # 8 9 CONTRACTOR DESIGNS, OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT BOLTS o CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5 +/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD' a CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, -STAMPED CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. - r'I RO JEC T# p< Q r,) �4321.200/089R1 ETC. CONCRETE TICKETS SHALL BE TIME WHEN K" ,,... WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON I: '' bdODEI : THERE. IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE. SHALL NOT BE PLACED. IT SHALL - ,I 4 E AB BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY 1° a NON COMPLIANCE WITH THE ABOVE i v 1672-ARIA xi REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: pI I�I .. E. >, RAGESWING: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 14i B FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER: RIGHT1-1/ZFOR#5 ., AND SMALLER 2' FOR #6 AND LARGER .. [` ..:..•. .. ••+ C - FOR CONCRETE NOT EXPOSED TO WEATHER 3/4 FOR SLABS, WALLS AND JOISTS + r< 1.1/2" FOR BEAM AND COLUMN PRIMARY. REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER y_T APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1a2 PT FURRING TO -CASE HARDEN[:) COIL GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 1/2" EMBED., 4" END DIST, MASONRY! CONC NAIL 1 1r2" LC1Nr' a, CIC TO MASONRY/GONG NO WASHER FASTENER 81,1 9 1/2" EDGE DIST. 1 SGD, AL EXT. DOORS CASE HARDENED G. 9" !C WIIN O OR/ FASTENED GARAGE DOOR BUCK 318" DIA. OR O/C (1/2" CIA) 4-EMBED END DIST., II Ix PT, SEE NOTE 8 NAIL 1 112" LONG STAGGERED INTO MASONRV7CONC. MAS TO MASONRY/GONG ill" DIA.. EXPANSION BOLT pq�� O/C (1l2" DIA) 24' 3" EDGE DIST. I E wl WASHER - WINDOW BUCK CASE HARDENED COIL 9" /C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING Ix PT; SEE NOTE NAIL 1112LONG STAG ERED INTO MASONRY/CONC. MASONRY! CONC REQUIREMENTS ! EXT. SWING BOOR (Z)3li6 DIAs "TAPCON" 11/2"EMBEp 8" END NON -BEARING WOOD 1R"° EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER _ r FASTNER. 18" /C DIST, 1 1/2" EDGE DIST.' WALL TO CONC. SLAB W/ WASHER BOLT 24"O/C DIST.. 3" EDGE DIST. 2x PT WINDOW BUCK 0.138' PAF x 2 118 I : 9" T, /C 4" END.. DIST. 1 112" PT TO STEEL COL., SEE WIWASHER STAGC ERED EDGE DIST. NOTE6,. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTE RI ORSWI NG DC ORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / ORNOA 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 REQUI EMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DO DR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.. Reviewed for Coue Compliance Universal Engineering 09 Sciences. DETAILS I� 11 ` 60 MPH EXP. C ARCHITECT- ? STATE OF FLORIDA n I` MAR, MAR Og 1021 1 MICHAEL C. ANDERSON AR NO 17305- PRINT :DATE: 03/04/21 SCALE: 1/4r'=1'-011 TYP. EXT SHEATHING ATTACHMENT FL # or Miami -Dade FLORIDA PRODUCT: .APPROVAL REVISION REVISION EXPIRATION DATE Product Model If Manufacturer Glass De! MI Window and FL17499.2 R8 10/08/2023 SH Window 185 SH Non It Doors {W MI Window and FL15353.2 RS 12/31/2024 Vertical Mullion 5764 Non It Doors anning & Development Services Department Building & Regulations Division Product Review Affidavit iption Method of Attachment Building Design Product Design Pressure Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as ct shown in elevations and installation details.For anchoring through frame into masonry (+38 ) � (48 ) (+50 ) / (-50) � / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and Installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame intomasonry/ concrete use 1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ i ct 1" min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+48.1 / (-48.1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4"minimum embed. Into substrate. Locate anchors as shown in elevations and installation detail's.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15349.1 R14 4 3 2023 / / Fixed Window 185 PW Doors Non Impact m p embed: Into substrate w min 2 1 2" edge distance. Locate anchor s as shown in / / g +3 48 8 ( ) / ( ) +60 60 ( ) / ( ) installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoringthrough frame into g n masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15332.2 R6 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Doors Non Impact embed. Into substrate w mint 1/2" edge distance. Locate anchors a o 'n g ssh shown +33 -41 / ( ) ( ) +48.2 -48.2 / ( ) ( ) installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side Opaque single of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. ., FL20461.17 R6 12/31/2021 - door transomwi h t Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (-47) � r FL16107.3 R13 R14 12 312038 / / Double Garage G age 16.2x7 73 W6 Clo a Y N A / � „ 3/8 x 2-3/4 Hlltl sleeve anchors 6 from ends 22 O/C - 29 35 4 36 2 (PENDING'APPROVAL Door 3/8"' Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20 3/8' dia. X 3" long lag screws with 1" OD washers with a 4 FL8248.11 R7j0 12/31f2023 Door (ALT) 8024 Wayne Dalton N/A 1 9/32" thread penetration Into seasoned dry wood supporting structure. (+29) / (-35) (+34.4) / (-38.3) r 12/31/2023, 12/31/2023, Double Garage Series 170-175, 177, 180- 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (IRIS) (PENDING APPROVAL) Door (ALT) 185, 187 N/A and bracket location. 2 3/4" min edge distance. B (+29) / (-35) (+34.4) / (-38.3) Use galvanized zinc coated roofing nails, 11 or 12 au e, with at least 3 8' dia. ( ) g gauge, / heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. Miami -Dade approved corrosior, risistant tin caps and 12 ga. 1-1/4" annular ring shank nails ails spaced C. at all laps three sta and rows fastened ned 12" O.C. i th p P n e gg field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A FL5Z59:1 0 3 12232 2 / / Underlayment .. Pol s ick IRXE Y t Pol I assuA S Yg NA / Self adhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment (Alternate) weatherMaster100 Atlas Roofing Corp '�. N/A Self adhesive c FL34546.1 R1 12/31/2024 Underlayment Shield Granulated Owens Corning '', N/A Self adhesive - `s (Alternate), , FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB 1 APOC N/A Self adhesive (Alternate) f i FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A (ALTERNATE) FL33919.1 RI 12/31/2024- Soffit Variform Soffits PI Gem V N A / Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1) 12/31/2023, Install per manufacturers recommended requirements. FL15272.1 R4 (R5) (APPROVAL PENDING) Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) / (-75) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12 31 2021 / / Hurricane Panels 24 GAGE Hurricane Storm N A / concrete / mason 2 1/2' min edge distance, 12' o c max. spacing. Can be headed ry, g / p g• N/A (+47) / (-53) Less than 6' span panel MFG. screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12 31/2021 / Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min, edge distance, 12" o/cmax. spacing. Can be headed N/A (+45) / (-50) 6' span or more panel'MFG. screw Droll thread but with wing nuts. FL17147.1 R5 6/27/2021 Zipsystem Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A / N/A Sheathing James Hardie Install per manufacturers recommended requirements. FL13192.2 R6 12/31/2023 Lap Siding Cemplafik Building Products, N/A Inc FL1392.1 R7 1/1/2055 1 Joists (2 Story BCI ESR-1336 N/A Install per manufacturers recommended requirements. Only) t.; CONTROL PATE 3.3021'% 2194 HWY A9A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Waammuse w Ell C4 y 0 U 64 W Q � o � O o O q � d e MII• DIV. deLOM ST LUCIE C01 UNTY MASTER PA PROJECT* ODEL f EXPRESS SMNGLE i G,A.RAGE 1,9`G- . E: t; t: 160 MPH aIC ARCHITECT STATE OF FLORIDA MA� 3 MICHAEL C, ANDERSON AR NO 17305 �aaNT 03.30.21 DATE: SCALE: 1/4"=1'-0" SHEET PA 1