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Home My WebLink AboutBuilding Plans0 Z,1 7 5 A 4 2- _& A 3 A Reviewed for Code J E. — : I}� ®� d�kY ,5".',•, .a.�..^,,:. Compliance Universal Engineering LM P,s ,....�.. �....��... .� ate. 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 DESIGN CRITERIA: _ ABBREVIATIONS REVISIONS -nOgIDA EIIII.DING CODE FmmENI7AL, ryr� 7�g� �T t�e� � ( l� EDYEO (MO) * ^ .„ 'n prlr CODES - AIL IACAL AND STATE CODES ', -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AB V. AW, ADL ALT. - AMP.: BD CL CAB. CLG. CIA. CON(,. CPT. C.T. D. DBL. D.C. DIA. DIM. DISP. DP. DR DS. DTL. D.W. EA ELEV. EQ. EXH. EXT. F.G./FX. F.G. FIN.- FLUOR. FR. DR. FTG. GA. GAR. DISP. ABOVE AIR CONDITIONING .ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE WRYER DOUBLE DUAL GLA771) DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DIETAIL. DISHWASHER EACH ELEVATION EQUAL EXHAUST. EXTERIOR FIXED. GLASS FUEL GAS FINISH FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL LAV. LUM. M.C. MFR. MIN. M.T. MTD MT N:T -S S. O.C.ON PL P.B. PH. PI.T: PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. SL. GL. ws TEMP. THK. T.O.C. LAVATORY LUMINOUS - MEDICINE CABINET. MANUFACTURER 11NIMUM MFTALTHRESHOLD ' MOUNTED METAL NOT TO SCALE CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR s (DING DING GLASS SHEAR W LL SECTION TEMPERED GLASS THICK TOP OF CURS DATE DESCRIPTION @I/�/IS 5Ip SET ISSUED 0145118 201-1 F5C UPDATE 01/29/I8 SID SET RE -ISSUED ®4/IB/ls FooTiN� REVISION PER M. soll S 02/22/19 PLAN MAINTENANCE ®�'18/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE 0h+21/19 ADDED LED LIGHTS is KITCHEN t BATHROOMS PER MARK 50WES 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 01/01/21 2020 FBC UPDATE ® STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON - AR NO.. 17305 A.B. DESIGN GROUP,,SUI LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 SQ.: yr'. - ---- = LIVING 1612 SQ. FT. GARAGE 432 50. FT. ENTRY 35 SQ. FT. LANAI 96 SQ. FT. TOTAL 2235 SQ. FT. A/C VOLUME 14301b CU. FT. -- - -_-. - 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. ABDESIGN 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 Ps HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. '.., '.. G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP'. OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B... HOSEBIB OTHERWISE H.C.: HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT. OR HT .HEIGHT W/ WITH INSUL. INSULATION WD. " WOOD INT. I.NTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON — - INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG PG PG PG PG PG PG PG PG PG PG C1-COVER GN- Al -FLOOR A2D El -ELECTRICAL Pl-PLUMBING M1-MECHANICAL D1-DETAILS D2-DETAILS WAI-WALL WA2-WALL SHEET GENERAL NOTES PLAN ELEVATION "D13 PLAN PLAN PLAN ASSEMBLY DETAILS 'ASSEMBLY DETAILS I j; PG WA3-WALL ASSEMBLY DETAILS I PG WA4 -WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS O PT7.TT/'IrnTTT-f A T C-1T TT1 T-1M II T\T, r`1 /Y TITT TT/�1T PG S1 FOUNDATION PLAN PG S1.1 A -DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2 ---LIFT BEAM PLAN AND NOTES PG S2.1 A -DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.1 C --DETAILS PG SN1-DETAILS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ST-7 3DIV. & LOT: CREEKSIDE PHASE 2 LOT #85 � "aIODEL: 4EAB "1672- ARIA" "ARAGE S VfMG: LEFT , �1 PAGE: _ COVER SHEET 160 MPH EXP. C STATE OF FL0�, IF MAR 2 2 2011- MICHAEL C. ANDERSON AR NO 17305 RINT DATE: 03 18 21 SCALE: 1/4"=V-0 SHEET CI s GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS.. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. a 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK; OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION: 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1 THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS 6. COMPACTION BY FLOODING OR JETTING:IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8 EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST )CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU. I STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTF I NATIONAL DESIGN S I ANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER. OR AGAINST SOIL. CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF- ANY PLYWOOD SHEL I SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 114" PVC (SCHEDULE 40), INSULATED WITH AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FI OW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLFANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CL ADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19n & ASTM-C1787 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7 1_ ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063-19a AND R703.7 Reviewed for Code Compliance Universal Engineenng FIRE RESISTANT CONSTRUCTION Sciences UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD, R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.c im AA #: 0003325 ' 1A uj 0 x F3s f,1 cam" BvsDiv J CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.200 85R1 _ MODEL 4EAB "1672- ARIA" Ci ARAGE 8 WING: LEFT PAGE: GENERAL NOTESLl �1 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 L'XCJL1V'1- DATE: 03 18 21 1 SCALE:1/4"=V-0 1 CONTROL DATE: 12/10/20 (RM) SHEET G JL V FLAME SPREAD AND SMOKE INDEX FOR`IUALL AND CEILING FINISHER SHALL SE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.1l FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH F3C R302.10.5 26 '-811 3'-lm" „ 13 -4" n(2) 3052 _SH ;117J BOSS�_a,Ll 12'-0" 10'-8" I LANAI n BDSRM 1 DINING 8R8 GCMG. - s I I RIM 3052-SH z 3'-10" v 3'-4" � Lei 3'-10" 3'-8" I ° l L•J L•7 171-611 ry -- IR-1SN r - W.I.C. 'b -I 1R-I81-1- - G. v WC it '� -0" 3 10 GREAT ROOM �" '1l I Ln III -0 LU I d) mj j r A O Nil I C4 1 1 I 9 jJ�(�[ r- ---n 818181 C4_ iIV II � 131-01, 11 3'-9" 3'-8" I 41 4'-4°- N I BATH #1 8'4 CLG. LAV. ® Ip"�ii - m----� 1 �p 1 O BDRM.#3 6_46_4 �_4 I \ % Ic+ I I ,�' •8 IC, LAV. ULLSH11 'x60' WR. PAN n � � S Al ENCL ------------- - r 3-SH ------ IR-18H %e I'S BATH #2 I I I j 8 8 -8 CLG ui i Al Av. 2'-8" o IaK11 ® WC.FA LAUN. r-2Tx3x'-1 I ATTIC I L _4CCE&� J VBOLLARD AS REQ. n PER ODE LOG FOYER 8'-s' GLG GARAGE - - c0 G. I I �N - -IR-ISH _ V. �6 A ? w a �� CLG. 3068 W/ 36'Xl2' TRANS. ❑ 3'-8" 2'-4" 6'-8"' 0 tl T. BDRM.#2 J 81-8' CLG. ENTRY -� 8'-8' CLG r (2) 3052-SH EGRESS EXTERIOR MASONRY WALL BRCS. HEIGHTS BRCS. I 10'-0" BRCS. SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1612 432 38 96 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 1438116 CU. FT. )4 H WY A1A, SUITE )IAN HARBOUR BEA FLO'RI DA 32937 PH: 321-802-3591 mabdesigngroup,a AA #: 0003325 m, I 1 I i I 9LJBDIV. 8e LOT CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.200 85R1 41 DdODEL 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: FLOOR PLAN ' 160 MPH EXP. C MAR� 2 2021 MICHAEL C. ANDER60N AR NO T7305 HCsT.__ _ - - —_ --_ - - SHINGLE ROOF FYPON LV12X24 EQ: --EQ. — OR EQUIVALENT -- T _ 12 6 �0 ._ r— I J �12 A- 6 RAISED I 4 .`.J WAI I L --J- _ �-- -- SAND (tYP.J 76 1 A — S'-" BRGc. HCsT: Si�.s '-S" B. HCsT. 8 BRCx. I-IGcT. _ _WA _ _ — OPT. COACH 1'-011 -0" LIGHT 78- E3iGt11X11 OR ❑ A -0" I 45 EQUIVALENT ®�nni v 9 TYP. 4, RAISED Q A F_ $AND (TYP.) 0'-0" FIN. FLR. - - - --- _ ro -- - - `01_@"� FIN. FLR. 0'-0" FIN. FLR.------- -- — - — - — - — - — - — T VAR ET 11WVATT0r SCALE: 1/4 = I'-0' TEXTURED FINISH SCALE: 114 = P-0' TI NOTE: WALL FENESTRATION FLASHING AS PER FBCR 703.4 OFF RIDGE VENT OFF RIDGE VENT a 12 . y S'-S"'BRCS. HGT. --- ----- ---- - - --- ----- - ----- ---- - 8" BRCS- 4G' 11-011 II II 0'-0" FIN. FLR.,j_, I I _------------ ------------ — - — - — - - — - - — - — - — --- —_ '0 FIN. FI R. LEFT ELEVATION SCALE: 1/4 I'-0" TEXTURED FINISH 0'-0" FIN. FLR.,ti _ - — - - — - - - — - — - - — - RIGH"r IEL�'� AT�ONV SCALE: 1/4 TEXTURED FINISH BRC. qGT. 4B A ITYP. (00'-0" FIN. FLR. 4B A TYP. II 0'-0' FIN. FLR. fi ED FINISH A 2" 1'-0, \ F� 6 LOUVER DETAIL 4 A SCALE: 1/2 = 1'-0'3Y) CREEKSIDE ° PHASE' 2 LOT #85 ®UReviewed for code PROJECT Compliance 85 niversal Engineering 04321.200 R1 Sciences I MODEL 4EAB "1672-ARIA" LEFT PAGE: ELEV1TION D" MODEL 1672-ARIA 160 MPH. EXR, C ,y AREA OF ATTIC = 2318 SQ. FT. NET FREE VENTILATION AREA a� REQUIRED 1/ 300 ARCHffECT� REQUIRED VENTILATION AREA = 2318 /300 STATE OF FLORIDA 7.64 SQ. I T. 7.73 = 1112.64 SQ. IN. MIN. REQUIRED VENTILATION IN = 4X 1112-64 UPPER PORTION OF ATTIC - 445.056 SQ. IN. (BALANCE TO BE PROVIDED IN MAR 2 2 2021 SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT (net free area) I"10.g-L C. ANDERSON TOTAL#OF VENTS REQUIRED = 3.23 R NO 17305 TOTAL#OF VENTS PROVIDED - 4 r., SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free EtI TDATE: 03/18/21 area) I �CALE:1�4"=1'—O" LINEAR FEETOF SOFFIT REQUIREE 63.58 .._. SHEET A2ID"' ELECTRICAL LEGEND SYMBOL - DEFINITION NOTES I -� A 125V OUTLET 20 AMP SINGLE POLE t 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET EQ UIPED WAGRJD FAUL INTEMPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION n WP ENT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER Nt4 SWITCH 4-WAY OPER WALL MOUNTED ' V LIGHT .. ^..— CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR ` PROOF LIGHT O VP VAPOR PROOF, LIGHT ORECESSED CAN ` VENT. FAN I CFM PER SQ.FT I - WI6HT rAN 1 1 CFM PSO. FT. SFT VANITY LIGHT FIXTURE N (SPEC'S TBD BY BUILDER) a 4'X2' FLUORESCENT WRAP LIGHT A AROUND AROUND III��I (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-15UL15 WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT PANEL H METER -.. 1 a 1 .D- SMOKE DETECTOR BAT)'. BACK-UP W) HARDWIRE ., WALL MOUNTED A� .( L11_.1T Q CK-U-UP .SA. SMOKE DETECTOR W yQ W�WIWIiL MA !��TT•B� U� W/@ U / ® s/CO CARBON MONOXIDE BMOIKE DETECTOR COMBO I'm INTERCONNECTED SHALL BE A DISTANCE OF NOT LE88 THEN 4' FROM WALL ` PENDANT LIGHT f j- NATURAL GAS OUTLET TELEPHONE JACK -• T WATER NEATER IGNITION SOURCE BE ELEVATED DISCONNECT MI AIR CONDITIONING TO BE 210V UND. DISCONNECT SEE AHU ON THIS SWEET TV TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP 361 INCANDESCENT LIGHT STRIP nnnnnnnn � 48'INGANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY t KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES [, _ .�'�• USB PORT 4 • LOCATION OF TV JACKS 4 PHONE OUTLETS ! FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR TTH EDITION (2020) t NEC 210.12 201-1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI s ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF S0 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M150'13 FBCR TTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR'ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONA OF THE FBCR ITW ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 139L OF LIGHTING MUST ISE ENERGY EFFICIENT TYPE PKIR FDL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, -Ith EDITION R404J BDRM•#1#1 J �\ AO DINING PRE -WIRED ROOM CLG PAN \ U HOOD WIRE W/ \ OUTLET FOR S.D OUTLET FUTURE MICRO. Q // \ GFI OR DW L --a GF I s - - - \ GFI './ i I SWITCH IN / _gr%I I CABINET W.I.C. I — I KITCHEN / GFI 41 /GF I CIA/C\I LAUN.�, i BATH # 1 �- I o ! o� L--zYT _IWIA . GFIqq., GFI l7 WA) A.F -04'AFF. P.B. FOR - ' - /I GARAGE / DOOR I BOLLARDS - / GONDI AS REQ. WALL MOUNTED / BLDG. LIGHT W/SWITCH IN y� CODE ATTIC KEYLESS FOYER` FIXTURE METER -r GFI 1 FIELD VERIFY LOC. OUTLET U IRRIGATION OHD - OUTLET a ❑ ' C 48' A.F.F. ENTRY—,.',., GFI GARAGEWFD/ I GFI OPT. COACH _ LIGHT -" --- - ELECTRICAL PLAN SCALE: 1/4' = 1'-0' J —. -- ---------------- - I PRE -WIRED CEILING CLG FAN_ MTD. LIGHT TO BE ��- INSTALLED,) �✓ PROVIDE I J-BOX FOR / II�p LANAI OPT. PAN GFI - L PRE -WIRED CLG FAN GREAT ROOM / I I BDRM.#3 � PRE -WIRED CLG FAN $ A it � - 'BATH #2�1� _ -= I, L I �S/CO - - O � I BDRM.#2 P.B. FOR 1 CHIMES ' I PRE -WIRED CLG FAN 9 _ - _ -- P PaneeI MA IN`- V :<;�• •.'- s T-P':+ 1e :u a� x,` +< ao v ti s ..:aa'•; �.�mm: 4°dS iAs:a :' .`aGNm FANEL - �41lE.:'fa,. 'VD vTASE 'W,' MAzN:?XA 7*Wz,.k0K ,Y �... ':,, . o � ,.. .' `:.- ,.p\ aT ::. .T.` '.�`. , � } v'e•,� i. Y,,, ,,...E \�0 .� '1 �� ,. Mi f 5'n. .,inn ..aa�e� .ors. �u,�e� ,�•'°_. . 3, q`'�:,. .. ,`..v ... a,. �:`. �a, '\Ci',.::.\:'�s:'O.ki1:�,i',® .�.\.G,•i.V.�'!. � ss Fta5�b7�� `a b IN 1,44SED ON" AND iS F I_ I � 1 I I I a ° I I I I � I I LED LIGHTING C DOUBLE LAV. BATH "1 I50 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITP EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/'rPUN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE I PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUiT OR PROVIDE 3 #2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance bu Universal Engineering Sciences I I � I LED LIGHTING @ SINGLE LAV. BATH 02 S<i4 Z=N="T' LOB PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 14/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT m OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I MLOSE NEMA 3R ENCLOSURE PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR'ITH E I� (2020). 5/5" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3691 www.abdesigngroup.com AA',#: 0003325 CREEKSIDE PH SE �. LOT #85- PROJECT# 04321.200 85R1 MODEL: 4EAB s "1672—ARIA" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHf CT STATE OF FLORIDA fi x MAR 2 2 2021 LMICFrEL[C/�AyNDERSON d�9h4 ®� 03 1a 21 fDFRATE: � OLE: 1 /4"=1' - 0" SHEET Elsd s m 6r yy 'L 0 F- 7 61 II s4T - II I — — R � II icoNi� I �n rn Imo' 2'-9 2'-9" -II" u® ❑ F] 7LJi L� I 1 I I I-1 PLUMBING PLAN SCALE: 1/4 = 1'-0' KITCHEN SINK W/ AUTO VENT i 1 I �3' PLUMBING E9Reviewed for Code Compliance Universal Engineering Sciences LAvv WC tUE3 9 3' 2' ^3� 3 2' CO 3' �r CO �`yr MAIN r (RIGHT) r r TO MAIN (LEFT ALTERNATE) RISER DIAGRAM 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SIMI)IV. 8e LOT: CREEKSIDE PHASE 2 LOT #85 PROJECT* `} 04321.200 85R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA 4 R 2 2 2021 MIC C. ANDERSON AR NO V305 PRINT DATE: 03 18 21 SCALE: 1/4 =1'-0" SHEET PI X2 1 2 DINING I BDRM.#1 ROOM 110x6 20 CFM 175 CFM If 6 ° .TMly1:n"a 1mX6 — m 12v—_CFM M W.LC. jSX4 4 45 cFrk KITCHE 1mx(o 120 CFM LI-i LANAI GREAT ROOM --- — 4' i sx4 \15 cFM 45 c �M 12' 0, - - l5 C IF 5' I BATH J i gill ; 1mx6 4' 75 CFM 24X24, 4 �' � "' 5m %; I �— 12X5 r� 45 CAMHill 11, PASS i - 1 4 MASON ITE LOUVER r _ PLANTATION 180-04 2'8' - I MAX AIR 4, 6' 584.15 CFM ImX6 �- I5 CFM 12X8 GARAGE I PASS FOYER TI HVAC PLAN SCALE: 1/4 = I'-m' BDRM.#3 BATH # 2' -_- 8x.a X 45 CFM II l SFM I 10x6 T75 CFM BDRM.#2 Reviewed for Code Compliance 03 Univereal Engineering Sciences R-VALUE SCHEDULE FLOOR SLAB ON GRADE R—m EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD — ADJACENT R-13 FRAMED WD — EXTERIOR R-13 CEILING UNDER ATTIC R-30 a � CREEKSIDE PHASE 2 LOT # 8'5 PROJECT# 04321.200 85R1 MODEIIIII. 4EAB F "1672-ARIA" 6 GARAGE SWING: LEFT PAGE: HVAC PLAN i 160 MPH EXP C. Mr' PRINT 21 18 DATE: 03 / / SCALE: 1/4"=1' — 0" SHEET PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLP, 2X4 TOP PLATE JSS 2X4 WOOD STUDS a24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iro" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON- B RG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT _m, TYP. O.H. 1/2' THICK, 2 COAT PORTLAND—L—�_ CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR__ _ 3 5/8" OR 5 3/8, I/2' DRYWALL TOP CHANNEL (25 GA-) 3 5/8' OR 5 3/8' 1/2'A DRYWALL CORNER 5EAD METAL STUDS 24'TO O.C. IPORTLrND S' CMU SEE 20 GA METAL TO BESTRUCTURAL CEEMENT INSTALLED IN WALLS 3 5/8' ORPLASTER A1LY P LIED DIRERECEIVING REIMFORCEMENNTT UPPER/ 5 3/8 MASONRY 2x& Q.T. WD LOWER CABINETS BOTTOM 5' DIA. SLEEVE, ATTACHED TO FILL CELL PER AND TUB/SHOWER 25 CHANNEL (25 GA.) DO NOT CUT T GA. METAL TO BE APPROVAL Wa INSTALLED IN ALL SECURED REBAR -CAULK AND 6rAL SEALANT < OTHER WALLS. STUDS TO CONIC PIPE SACKER ROD WEATHER STRIP TO BE SPACED 16' FLOOR W/ �I LINEeLEEv= MOULDING ALL O.G. AT 2ND FLOOR 3/4' PAF BOND BEAM DO NOT GUT rors GAS LIKE AROUND CSY (15Y WALLS ADJACENT to TO WOOD SOLID GROUT �J ,� THE BOND e'er, GALv. STEEL TEFLRRA DOORD STAIR WELLS AND FLOOR W/ W/ (1)- // / BEAM '� IR' �rP. WL. eo. TRACK ETS FASTENED TO BATHROOM WALLS W/ 114' WOOD SCREW (2) COURSE - , - REBARS _I�9AW WOOD JAMB PER PRODUCT GALV. DOOR TILE FINISH -- -- APPROVAL tea. VERTICALTRACK-OVERHEAD I' MIN. 57 OTHERS WOOD BASEBOARD SLIDE FASTTE'NNEED TO ROOM TRACK SRACKETS W/ PRODUCT APPROVAL REC. 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) DPV SCALE: 1/2'=I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER GYPSUM BOARD FASTENER SCHEDULE OR 1/2' HIGH STRENGTH CLG. BOARD 7 ,; ELEVATION ,, )k STRUCTURAL L SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG TRUSS REFERENCE STRUCTURAL PER ELEVATION MTL. DRIP EDGE - 2x FASCIA PER ELEVATIONS R 4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' O.G. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE L� H W/ WINDOW OPENING 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2AIPIPE THROUGH H BOND BEAM D 1 SCALE: 3/4' = 1'-011 ROOF SHEATHINGS THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.E TYP. WALL SECTION 1/ NO OPENING NOTE: METHOD TO BE USED FOR THE -STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4' =1' -0' il UNDERLAYI-IE1NT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 8' CMU — m_ GAS LINE THRU BLOCK D1 SCALe:In'.r-o' — —2X4 5PF 24' O.G. MAX SECURE W/ (2) 12d NAILS IN EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGHTS- ---- PER STRUCTURAL DETAILS 9 _ MG,x PRE-ENG WD. TRUSS — — y o �I PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERCsY CODE FORMS FOR INSULATION R-VALUES PER ELEvATION 5/8' GYPSUM BOARD OR 1/2, - NIGP STRENGTH CLG. BOARD A W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING----- -- -- STRIPS a 24' O.G. 1/2' GYP. WL.- WOOD BASE - 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2'=11-0' Reviewed for Code Compliance 93 Universal Engineering F[El of LASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER r FASTENER SCHEDULE MTL. DRIP EDGE AX 2x FASCIA PER ELEVATIONS VENTED SOFFIT \—WALL SHEATHING r I THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER I �j l STRUCTURAL DETAILS CMU 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH FBCR 2020 -1TH EDITION, SECTION R301.1.3 AND 1609.5.1. TYP WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY GABLIi, BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4' = I' -O' -- -- - UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle-fashlon 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 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and Contraction, ASTM 21281, AAMA 012, or other approved standard as appropriate for the type of sealant. FI1<Iid-applied membranes used as flashing in exterior walls Shall comply with AAMA T4. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 3 ' 1-802-3591 wwvv.abc.aSigngroup.c m L AA't:0003325 A StMDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.200 85R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHffECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 18 21 SCALE: 1 /4"=1' — 0" SHEET Y T_\� 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 III/ A. MIkI CMIDGnMRIT 0 Ix4 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 GARAGE DOOR 1 BUCK ATTACHMENT D SCAL@: 1/2'•II-®' 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 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3 4"' OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/I6' 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. 2X6: CEO 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 10' O-C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 19' O.G. MAX SPACING. L_yl 8' GMu 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 1/49 DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1 2" 2X4: 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.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 O' O.C. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. i— 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 +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4:CM SECURE TO BLOCK W/ 3AW TAPCONS (MIN_ SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' D.G. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O-C- MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W 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 w 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" WINDOW TO BLOCK +2 1/4" 2X4: CEO SECURE TO BLOCK W WII&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN B' OF EACH END 4 18' OjC. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 10' O.C. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/I6' 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: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASINGS DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" WINDOW TO FILOCK +3" 2X4: SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' T. PCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' 'APCON MIN. 1-1/4' EMBEDMENT INTO BLOCK In NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4'Z 111 1 : / 11111011111 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)l2d WITHIN 8' OF EACH END 4 6' TO 8' OL- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 114' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' D.C. 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 IS' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER l/16' OSB. 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 +3.7116'° 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' =- MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O-C- MAX SPACING- 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W 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 I NI 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER 1' Pt. X 4' MIN. w f:a. 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 3/4" WINDOW TO BLOCK +3 �4".__ _ DOOR — FRAMING Reviewed fog Code compliance Uwvesal Ergineeraig sciences CMU DRYWALL IX FURRING RIP 2X10 TO 8-T/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK RE UIREMENTS K KV.a. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 LML w 0 s� z SLJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #85 PROJECT* 04321.200 85R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: DAT : 03 18 21 SCALE: 1 /4"=1'-0" SHEET �2 NOTE: IF ZIP SHEATHING SYSTEM IS ' INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' O.C. MAX (VERTJ. NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED ® T' O.C. MAX VERTICALLY a to GAP THICK, 3 COAT CEMENT \ PLASTER WRB LAYER 62 FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERY.) O.G. MAX AT SUPPORTS WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR TAW ZIP SHEATHING \ SYSTEM c11NSTALLED PER —MANUF. S CS.) LATH SHALL NOT BE CONTINUOUS rV TO a 6' TO 8• THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING MR ASTM CI063 PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR\ STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN "M" TYPE CONTROL JOINT CD O1. FOLD INIUARP • Pr. A OI. FOLD INWARD • FT. A 2. CREASE • 1-r.15 3. CREASE a PT. C . T, NOTE-. IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAlT1ENT— BHMGLE ROOFING _1 DRIP EDGE+ OVERLAP 3'. EXTEND 1/2' BELOW SHEATHMG, MECHANICALLY FASTEN 4' OG. MAX O1. FOLD INWARD • PT. A 2. CREASE • PT. B FOI •4 ® 1. FOLD INWARD • FT. A 2. CREASE • PT. B 3. CREASE • PT- C 4. FOLD Pr. C OVER PT. B TILL PT. C TORCHES BOTTOM FLANGE 16t BorroM FLANGE WATER TIGHT SEAL. FOLD, 22 HQT CUT. i' THICK 3 COAT CEMENT PLASTER (FRAM), 14' 2 COAT le CEMENT PLASTER (CMU) WRB LAYER 02, FORTIMBER BUILDING PAPER(FRAME ONLY) WRB LAYER "I, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP 11OVER NAILING FLANGE, STOP ,_WRB A IV ABOVE SHINGLES (f1eM1E ONLY) el FRAI E OR CMU Exi RIOR RQQE&JASCREED Sx5 WALL FLASHING N0 KICK -OUT FLA84MG ME DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF W • VERTICAL LAPS (ROLL ENDS) t 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / 1" M+L LAPS METAL LATH 6 _ MIN PAPER LAP BELOW ONLY / WRB LAYER °2, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: 1 1/2' =1'-0' ® KIC KO UT DETAIL FASCIA WRAP ns� LATH VERTICAL LAP TO BE 1' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH WRB LAYER "I, �' THICK 3 COAT CEMENT STUCCO WRAP I PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WRB LAYER •I, STUCCO WRAP WOOD SHEATHING IPER SYSTSPECS-)(INSTA MANUF I' MIN LATH LAP, 4"OV=R ALL LAP VERTICAL LATH & PAPER DETAIL WOOD STUDS NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/I6' ZIP SHEATHING SYr"iTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0m415-IN. (121-MM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: 6' YIN. LAP LAP e LA]I-I 3" LAP e PAPFR FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK 111ro" ZIP SHEATHING SYSTEM ( INSTALLED PER 1*f�PIB. 81=h>� A$HI I� OR CMU -LJRB LAYER *1, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF GEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S- 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4 APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE - PENETRATION i CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING 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 01 STEP 02 SLASH FDHERING MEMBRANE WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFI r=R BUILDING PAPER 1+ - METAL LATH 6'xb' SELF -ADHERING MEMBRANE - FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED INSTALL FASTENERS (CLIPS, HOUSE WRAP. STRAPS, STAPLES) AS ,! FLASHING TO EXTEND ONTO PIPE REQUIRED TO SECURE f '�I PIPE/ WIRE TO FRAMING 1�' 1 SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. — FLASHING TO EXTEND ONTO PIPE `-fII V CONY. BEAD OF SEALANT - ---" INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ,` - _.---- ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) III I SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE 5EE MANUFACTURERS INSTALLATION PROCEDURES 4�f=11=E FNTRATf ON 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. _- TA f L (FRAME) .:. RdVfted for Code eri��L'-Vnen ce Lfto, ,�grmrwrs DRAINAGE FLANS (UW3 LA�'EER #I/ STUCCO WRAP) WR5 LATER #2 (FORTIFIBER — — — — — — 5UILDING PAPER) 1" 1 TAL LATH x x x x STUCCO : ,I WOOF) OR -1/10II ZIP WALL 5H ATHINGI: SELF-ADHESIYE FLASHING; — — — — NOTE: 1„IETAL LATH: LAT14 TO 8E FER SECTION R_103.7J / A571 1 C-a47-14,a 1 1IN. 2_E� LBS. Pr fR SO. ,r'AF'.D (UT I L I T*r OR N01„1 INAL LATH 1DOES NOT 1wIEET SPECIFICATIONS) 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #85 PROJECT* 04321.200 85R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO T7305 DATE 03/18/21 SCALE: 1/4" =1' — 0" SHEET J AI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD i DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) 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 PER SECTION R703.7 Exterior lathing and plastering 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. HOODED VENT ' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING LEGEND DRAINAGE PLANE (WRS LATER 1*11 5TU000 WRAP) WRB LATER n (FORTF15ER - - - - - BUf LD ING PAPER) METAL LATH x—x—x—x 5TUGGO WOOD OR 1/16" ZIP WALL SHEATHING* ,-_ 5ELP-ADHE5IVE 1=LA5HING NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-847-14a, MIN. 2.5 L85. PER 5Q. YARD (UTILIT`r OR NOMINAL LATH DOES NOT MEET 51=ECIFICATION5) ELEC. METEP VERIFY LO 6B DRYER VENT BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' TUCCO NISH SELF ADHESIVE VER TOP E SIDES ELF _ASHINCs 41T REMANUF_ DRYER ENT CAP (SET IN ONT. SEALANT) HALANT m :)P E SIDES BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W15ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM Ar cri iron .)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES .. �. LO 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 "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH 7 NO MEMBF ENTERS E APPLY TO F E APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STET "1 5TF #3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD I/S' TEXTURED CONSTRUCTION p FINISH + WOOD {ifI FASTEN TO WOOD STRUCTURAL 8' GMU i MEMBER + 7' O.G. MAX �Ye' TO J5' MID -WALL WEEP SCREED —6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED / - - FINISH + MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES all WRB LAYER 01, STUCCO WRAP CUT 'X' INTO ff SELF -ADHERING MEMBRANE FLASHING Y APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 STEF #2 Fa I APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP Reviewed for Code Compliance Universal Engineenng Sciences WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5Ti= *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E F ST F #(a ELECTRICAL RECEFDTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Si7BDIP. 8e LOT: CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.200 85R1 MODEL 4EAB "1672-ARIA" GARAGE SV#MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: MAR 2 2 2021 MICHAEL C. ANDERSON AR NO T7305 rsc.r a 03 18 21 DATE: / / SCALE: 1/4"=1'-0" SHEET DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAVER 02 (F0RTIF15ER 5UILDING PAPER) t'ETAL LATE' STUCCO WOOD OR -1/16" ZIP WALL 5I4EATHINCz SELF-ADHE51VE FLA5NING k 2 1/2" k 1 A p�CORNER BEAD JL II 9—J I ►4 x x x CORNER BEAD (FASTENER 4 SPACING -s I" O.G.) GMU 1/2" TNICK, 2 COAT CEMENT PLASTER APPLIED CIREGTLY TO MASONRY (ii) BLOCK Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT ##85 04321.200 85R1 MO DEL: 4EAB "1672-ARIA" GARAGE SWING: IFFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHffECT STATE OF FLORIDA /1 MAR 2 2 2021 I MICHAEL C. ANDERSON AR NO 17305 PRINT 2118 DATE- 03 / / SCALE: 1/4" -1' — 0" SHEET LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/1ro° ZIP WALL SHEATHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING — LEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE — BARRIER "Z U1166XREYV'ELAALP SIDING 6' SELF -ADHERING — FLASHING STARTER IAs'X6' WOOD TF ING x—x—x—x i / / \ FLASHING DHERING 0. I Q L u WEATHER RESISTIVE `\ BARRIER 'I WEATHER \ / BARRIER RESISTIVE ex 6' SELF -ADHERING I i FLASHING GALV'D METAL W FLASHING — - DO NOT CAULK OR SEAL OPENING I Y.i X W SIMULATED WOOD TRIM MEMBER \ SEAL GAP W/CAULKING / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 HEATHER RESISTIVE — BARRIER "7 eA ORDING X?� BOARD R BATTEN W SELF -ADHERING — FLASHING STARTER STRIP HARDIE TRIM ELEVATION -'fiiRd�I•Z�Z4-�7 .. \ W SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE BARRIER "2 4exJ 6' SELF -ADHERING i FLASHING GALV'D METAL W FLASHING _ DO NOT CAULK OR SEAL OPENING SIDING TO STUCCO Ca? BLOCK TO FRAME TRANSITION HARDIE TRIM PER ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. com AA #: 0003325 ARCHITECT. STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03/ 18 21 SCALE: 1/4"=1'-0" SHEET 1T W II a it I II 61 11 / I \ ---------- 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/5" TEXTURED FINISH -s WOOD 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP YS" FROM STUCCO, 1" FRO ------------------------ WOOD WALL EXTERIOR WALL \� (FRAME OR CMU NOTE: NOTCH FOR 2X& SUB BAND ONLY `\ I )ELEVATION M 11 II II I 1 I 1 I 1 I 1 / 1 / 1 1 1 11 111 ) 1 1 11 METAL FASCIA WRAP 2x(p Sue 1 1 1 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHINGS OR CMU WRB LAYER 01, I` STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDINGS PAPER �� (FRAME ONLY) FRAME OR CMU ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 1-1/8" TEXTURED FINISH m / WOOD, 1/2" TEXTURED FINISH 6 CMU z 2x& 5U5-5AND W/1"x4" NOTCH `�.. END, WRAPPED IN PEEL B STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB 5AND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE- IF ZIP SHEATHING PLEASE SEE MA PROCEDURES PRE -ENG'D TRUSS TO BE CUT g WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' — 0' SCABBED TO TRUSS W/126 NAILS (o"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH -8 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0_�) WALL SUB BAND DETAIL L WAL___L___ W KIC K--- O U'I' FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND U/V2"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 75 Reviewed for Code Compliance Universal Engineering Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) "FETAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND .U/1�Z"x4" NOTCH a END, WRAPPED IN FEEL 8 STICK ROOF: CEMENT a ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S UBDIV. 8e LOT: CREEKSIDE PHASE 2 LT #85 PROJECT* 04321.200 85R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ,iiiiii ARCHFFECT- STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 21 03 18 DATE: � / SCALE: 1/4"=1'-0" SHEET A6 r 38'-.8„ 26'-8" 3'-10" y 13'-4" u I 12' 10,-8„ EXTEND SLAB 1 1/2" I, I co FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVA NON 1 4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE 1 REATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMEN L SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1:2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.t-iIINDICATES #5 BAR, OINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36" ). AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALI FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2.000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES 1N ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION 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 a OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: - 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION Reviewed for Code Compliance Universal Engineering 91 Sciences SLAB SCHEDULE SLAB THICKNESS REINF: REMARKS 6x6 W1.4XW1.4OVER GFNFRAL 3 tit" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS. SAME SIZL OUANI I IY AS BARS IN FOUNDATION, WITH 30"LEG EACH WAY. MARK WIDTI I I F'NCI lI THICKNESS BOTTOM REINF. TOP REINF. --- SHORT LONG T.O.F. - FM-12x18 12" CON I INUOUS 18" (2) #5's FMC-12x18 12" — CON] IN_UOUS 18" (2) #FS #51N CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (-)0--4" FM-12x12 1T' CONTINUOUS 12"- (2)#5's (-)0'-4- TE-1 8" 1 SEE PLAN 8" (1) #5's (-)0'-0" SECURE STRAP TU A7C SIMPS❑N WB CONC. W/ UNIT ROLL STRAP OR (2)-3/16'X2" EQUAL @ EACH [CORNER TAP -CONS OF L Fr IUNIT CONCJ SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL S UBDIV. & LOT.- CREEKSIDE PHASE 2 LOT #85 PROJECT# _ 04321.200 85R1 MODEL 4EAB "1672-ARIA" GARAGE S WING: LEFT PAGE: FOUNDATION PLAN L16 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 212 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT III DATE: 03 18 21 Ln SCALE: 1/4"= 1'—O" SHEET SI Z = STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS mW00 U O coz 8" CMU WALL o - + 0'-0„ co TOP OF SLAB ° d SEE SLAB SCHEDULE " EXT. PORCH SLAB L° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE i\ AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 1 36" #7 1 42" , EXTERIOR MONO -FOOTING -:3/4" V-0" 0 Z) 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1 /4" X P 1/4" TAPCONS BOLLARD ' LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. VERIFY HEIGHT LAP TO OC ROVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOO EARING PROVIDE BLOCK G WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. RE B . PLATE TO PROVIDE DBL. TOP PLAT LA / d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE 41�Tr)p nG cI AB .) a _a ti SEE SCHEDULE FOR WxD,BARSIZE ^� D BAR QUANTITY INT IOR FOUNDATION OD WALL ZJ SCALE: 3/4"=V-0" ( N O L I FT) Z STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND } I SPACING REQUIREMENTS m L5 W vaCc 0O m 8" CMU WALL coCD ? - +- 0'-0' TOP OF SLAB a x -VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB ° 4" CHAMFER El -STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • '- i SE SCHEDULE E APPLICABLE) z_ ° FOR WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING 2 @GARAGE w Lu I j NEW REINF. BAR O 0- SECURED W/2-PART 0- g EPDXY. MIN. EMBED 8", ENO Q Q FOLLOW ALL MANF. T- jr SPECIFICATIONS FOR USE AND I F=- CO PREPARATION OF Z v HOLE. w¢ J c o p �0 30" MIN. EACH WAY HIC FOOTING Fr I Nl CORNFR RAPS. SAME SIZE AS I ARGER BAR _ I IN I UI INI IA IION WITH 30 LEG EACH WAY A I Al I CI iANGES IN DIRE(: I IONS SOTHAI THI SIhEI_REINF.ISCONTINUOUS MATCH AMOUN I OF CONTINI IOI.FS BARS ILL CONTINUOUS SI E EL MONOLITHIC FOOTING RNNFOHCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MAD1_ FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS). UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING - WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 — BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d 3 011 l SCALE: 3/4"= V-0" VFRIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO ING S R PLAT F TO SLAB W/ /— f "x DGE ANCHOR 'IlA R SETETIN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC SEE SLAB SCHF-DOLE J � o Fu w w = u) � RECESS AROUND GARAGE DOOR OPENING I.AP FOP PLATE A MIN. OF 48" - AND NAZI- Wf 16d COMMON NAILS. -ROWS. 4" O/C BTM. I AP 10 OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL WSYP No 2 STUDS SEE PI AN`1 I OR SPACING. SINGLE RIM PI A rE TO BE PT. PROVIDF DBL. TOP PLATE _� k. 0' 0, TOP OI SLAB U) w Q 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 FOR NRY SET EV: \\-4" CHAMFER (1-STORY) !� — 6" CHAMFER (2-STORY) �— j y EQ. EQ _- --SEE SCH ULE EQ. EQ. SEE SCHEDULE ' FOR WxD, BA IZE FOR WxD, BAR SIZE ADDING BAR TO XX AND BAR QUANT AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WA o INTERIOR CURB FOUNDATION WOOD WALL SCALE SCALE:3/4"=1'-0" (W/ UPLIFT) v SCALE 3/4"-1'-0" (NO UPLIFT) Reviewed fok Code Compliance Universal Engineering Sciences STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ¢a � } i <� Q w m O J /� O 8" CMU W co p - - POURED LINTEL CON]. (TYP.) Z + 0' 0" TOP OF SLAB Gt 8" CMU FILLED GEL L (TYP.) G 2X WALL FRAMING SEE SLAB SCHEDULE 1!2" DIA. SIMPSON STB2 BOLTS 5" Z ;1 si MINIMUM EMBEDMENT INTO "ISOLATED"COLUMN PAD GROUFFD CET1.4" FROM ENDS AND - CENTERED UNDER WALL AND 16" O.C. VERTICAI I Y MAX 00 • POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCH ULE • • FOR WXD, BA SIZE AND BAR( ) LAN TY MBINED EXTERIO MONO- INTERIOR FRAME BRIG WALL TO 1 OOTING AND COL. P a SCALE' 3/4'=1' BLOCK WALL CONNECTION SCA :3/4"=V-0" I -0" 2194 HW 'A1A, SUITEt�,01 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 s: P a: °M y: .t .. , SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.200/85R1_ MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EX-, f it DOWEL PLAN SCALE: 1/4" = V-0" CD Co 00 1 in K" 4, gi A 0 WomfmM Reviewed for Code 0 1 111, 11111 �m Compliance Universal Engineering Sciences 03 oil %4b StM3:)IV. 7=T)II CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.200/85R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT u 1: 0 PAGE: DOWEL PLAN 160 MP TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELE' a Z a- 1 N T P Q p UT REQUIRED FOR INSPECTION Q m cc `o I 0'-0" FIN. FLR. ° as TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z_ O co U BAR SIZE 48 BAR DIA. #3 18" #4 24' #5 30" #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" z A - STEEL REINFORCING IN GROUTED -- -- - CELL SEE PLAN FOR SIZE AND 0 } SPACING REQUIREMENTS cc W U a x A O Z 8" CMU L W L ce' Bra TOP OF SLAB rr SEE SLAn KHEDULE Z a EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) i JOINT (WHERE APPLICABLE) Z MATCH STEEL g REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" co O a G PVC CHASE 4 THRU FOOTING SCALE 3/4 =1'-0"', TOP OF SLAB 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE fly BARS co CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE 3/4"-1'0" Reviewed for Code 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 #85 PROJECT# 04321.200 85R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP f; ARCHITECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON ktiam AR NO 17305 441, gy: PRINT 2118 DATE: 03 / / SCALE: 1/4r'=1'-0' SFIEE^ S10 2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)'10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. + 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP 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 MARK SIZE & REMARK DESCRIPTION 0 (2) 2X8 BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION PC (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1)#5 — N/A — GROUTED SOLID C 1 � $ F16-1 TlOM;OB 8F16-1 T/0M/0B 8F16-1T OM/08 ♦♦♦ Vu 1 1 2 �, 1 � ♦ ♦ 52.1 m ,� � ♦ o� 1 � 1 ♦♦ I ♦� FI ♦ GT `° I m 1 ♦ 8F16-1T/0M/0B 1 ♦` - _ 1 1 ♦ ♦ �, n 1 ♦ � 1 1 ♦ 1 �♦ A 1 ` �I 1 ♦ i I s< 1 ♦ I ♦ I f ♦y i 1 1 1 1 ' 1 1 � 1 i 1 1 1 1 1 1 1 1 I 1 1 o l 1 1 L1 °' 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. 1 ' 1 1 1 1 1 i 1 1 1 ' 1 6 i�A♦ rj 1 1 ,,�♦♦ `kk 1 ♦♦ `• 1 1 ♦• ' 1 ♦♦ 1 ' ♦♦ 8RF6— ♦ ` ' ♦♦ 1 T/OM/OB 1 1 1 ♦ S-4" ♦♦ 1 T 1 1 ♦ — 1 1 1 ♦� ' ' ♦. i ' ' ♦ ♦♦ 1 1 1 � ` 1 8F28-1 Um I B ' ♦ 8F8- ♦ 8F16-1 T/OM/0B♦ 1 1T/OM OB ♦ 1 ♦ 1• rrrrrrrrr rrrrr r �rrrrr ` rrrr }r.r �rr rr r �rrrrrr , r r r r r r r r r LIFT BEAM PLAN SCALE: 1 4" = V-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 �1111 milli CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.200 85R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. ARCHrrECT; STATE ,")F FLORIDA ` LMAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 N� PR�,a03 18 DATE: � % SCALE: 1/4"=1'-0" SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH f COURSE OF BOND BEAM ; VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED TN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACT HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=V-D" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT.' REINF. BAR CONTINUES THROUGH LINTEL. _E REINF. BAR(S), 'ROUTS BENEATH NOTES TO THE INSPECTOR/CONTRACTOR IYf, 8..y8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 its 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. fts 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �kB - 7 PLACE STEEL HEIGHT. REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUNI) AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BFAM MAY BE SPECIFIFD SO THAT THEN THE LAS I TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. I YP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND REAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL I. 6. UNO COMPOSITE MASONRY REAM IS 10 BE NOT LESS THAN 16" DEEP. $ Pic' FAQ 8x16I)BL BOND T�OPOFd N,2 QP� BEAM W (1) #5 BAR -BOND BEAM `r- •\O� $ EACH COURSE 8x8 BOND REAM T OP OI • OQF.� W (1) #5 BAR • BOND BEAM F =FILLED W/ GROUT U =UNFILLED CHOU T SOLID FROM I UP NOMINAL LINTEL 10 1 OP 01 BOND OF OPENING # OF #5'S, IN 2ND BUNT) WIDTH RFpM. II FII I CD I INTEL. BEAM COURSE -74 SEE NOTE 5 16-1 T/1 M/0B 8x8 PHI CASI CONCRETE �+ HEIGHT NOMINAL /' I FFN INTFIFI OFI) 05 BAR BAR - WIDTH OF L2) Al MASONRY $. # OF #5'S, TOP UI?FNIN0 7' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE C1R BEAM DESIGNATION THAT XFXX - IT/1 M/013 INDICATES A DOUBLE BOND BEAM — # OF #5'S, BOTTOM 8x8 I'HI CAST CONCRETE SCALE: 3/4"=V-0" AND XFXX - 1T/OM/OB INDICATESIA SINGLE BOND BEAM PLACED IN LINTEL I.INTF L. W!0 STF1.-L (1-1) REFER (D IT IS THIS ENGINEER'S INTENT '1 O PI AN FOR LOCATIONS AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLEDRlull _ LINTEL OF OPFNIN6 AND XUXX - 1T/OM/OB INDICATES A. SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HFAUFRIMINi — WINDC PRE -CAST WINDOW SILL 2x4. (MIN 2 X 31 1.3'IG TAPCON OR I)FiIVE PIN (MITI SHANK SI/E_145 MIN HI -AD SIZE 300 MIN LMRk_UMENI 1 1/4") 8" 1 ROM EACH I ND AND 18" O.G MAX. MINI 1,4" EMBEDMEN I 2x6 (MIN 2 X 3) 2-3I1G IAPCON OR DRIVE PIN (MIN SI TANK SIZE-145 MIN HEAD SITE .300 MIN EMBEDMENT 1 1.4")8" FROM FACH FND AND 18" -OPE O.C. MAX. MIN 1 1,,4" EMBEDMENT 2x8 (MIN2 X 31 23'IG TAPCON OR DRIVE PIN IMIN — - SHANK SIZF 145 MIN IF IFAD TYPICAL MASONRY WINDOW SILL CONSTRUCTION SIZE .300 MIN EMBEDMENT I 2X4SOLID BLOCKING 1/4") 8" FROM FACH I NU AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1 1'4" MIN. 2-12d PER BLK. EA. END Reviewed for Code EMBEDMENT Compliance universal Engineering -- 7116" OSB SHEATHING Sciences —CMU WALL ARCHWAY FRAMING DETAIL 6UAL L: 1 112' =1'-U" SCALE: 3/4"=1'-0" \ ` N u a SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM -7T) PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN � ELEVATION OF BOND BEAM 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 #85 w PROJECT# 04321, 200 85R1 MODET : 4EAB "16 GARAaM S Vf]N,%: ' �tl LEFT 3 PAGE: DETAILS rpj 160 MPH EXP. C ARC jrrECT• -' STATE OF FLORIDA n LMAR 2 2 2021 MIC�'AAEL C. ANDERSON AR NO V305 PRINT 1 038 DATE: // -1 SCALE: 1/4"=1' - 0' SFMET Imo/ fed a 1 "LOTT'S CONCRETE" / "CAST—CRETE" / "QUALITY" SA SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB 116-1T/OB /20-1TI08 /24-1TIOB /28-1T/OB /32-1T/0B 8/8-1B 8/16-1T/1B /20-1T/1B /24-1T/1B /28-1T/1B 132-1T/1B 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 1625 5743 7547 6752 6541 7565 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 1319 4460 7196 7342 5780 6259 5' 10" PRECAST 817 1024 1631 2090 2549 3009 3470 1161 3693 5877 6036 6548 5776 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 1139 3227 4598 7054 10000 8825 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 938 2498 3408 4864 7067 6472 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 639 1674 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 550 1407 1897 2781 3222 3784 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 414 1045 1365 1732 1 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 458 1079 1429 1824 2277 2712 15' 4" PRESTRESSED N.R. NR NR NR NR NR NR 412 1014 1340 1703 2118 2513 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 300 856 1121 1 1413 1739 2047 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 235 736 959 1200 1467 1716 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 129 450 654 824 1014 1147 SAFE LOAD PLF TYPE LENGTH 8/8 PLAIN 8/8 SOLID 3'-6" PRECAST 689 1024 4'-0" PRECAST 514 763 4'-6" PRECAST 398 591 5'-4" PRECAST 411 411 5'-10" PRECAST 340 339 6'-6" PRECAST 410 721 7'-6" PRECAST 303 534 9'-4" PRECAST 192 384 10'-6" PRECAST 151 301 1114" PRECAST 132 417 12'-0" PRECAST 111 370 13'-4" PRECAST 82 298 14'-0" PRECAST 71 293 14'-8" PRESTRESSED N.R. 283 15'-4" PRESTRESSED N.R. 252 17'-4" PRESTRESSED N.R. 183 1914" PRESTRESSED N.R. 148 21'-4" PRESTRESSED N.R. 125 22'-0" PRESTRESSED N.R. 116 24'-0" PRESTRESSED N.R. 1 91 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 FE LOAD TABLES SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8/24-TT 8/28-1T 8/32-1T 8/8-2T 8/16-2T 8/20-2T 8124-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1363 3060 3815 4570 532.5 6079 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 2443 3107 1955 3961 2915 3620 4084 5'-10" PRECAST 909 1499 1971 3387 929 2080 2593 4133 6'-6" PRECAST 835 1201 1578 2332 2709 835 1868 2329 2790 3251 3712 T 6" PRECAST 716 727 900 1181 1462 2426 1743 2025 1624 2025 2827 3228 9'-4" PRECAST 454 586 767 1643 948 1969 1129 1310 572 1318 2164 2519 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 _ 1710 1989 1 V-4" PRECAST 430 406 530 653 777 872 466 1042 1372 476 1643 587 1470 1710 12'-0" PRECAST 383 366 698 783 440 940 1300 1560 1314 1476 13' 4" PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 14'-0" PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 14'-8" PRESTRESSED 239 422 506 626 746 865 246 663 - 980 1237 — 1474 1715 15'A" PRESTRESSED _ 224 387 464 574 684 793 230 616 908 1134 1353 1572 17'-4" PRESTRESSED 187 326 365 451— 587 680 192 506 720 501 1135 1312 19'-4" PRESTRESSED 162 266 348 430 513 595 166 429 - 623 803 950 1098 21'-4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 22'-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 24'-0" P R E S, TR E S S E:D:F 124 174 245 302 360 418 124 319 455 581 687 793 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED F - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code Compliance Universal Engineering ti Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 00ID3325 sUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT 85 PROJECT# 04321.200 85R1 MODEL 4EAB "1672-ARIA" £;ARAC;EE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP C ARCHITECT - STATE OF FLORIDA MAR 2 2 N21 MICHAEL C. ANDERSON AR NO V305 o PRINT DATE: 03/18/21 SCALE: 1/4"=1'— 0" SHEET Ste 2A A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A 0RLGT2W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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. PLACE2x4 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" I 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. 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 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 LES SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / 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. GIRDER/TRUSS TRUSSES W/2X4 BOTTOM I BOTTOM CHORD CHORD 2x4 SCAB NAILED TO DIAGONAL. END JACK TRUSS BOTTOM BRACING/BOTTOM CHORD WIFMIN (4) 7-0d CHORD BRACING ERE APPLICABLE NAILS FOR EACH CHORD CONNECTION A DISSIMILAR BOTTOM CHORD BRACING @ END KT FOR EACH CHORD CONNECTION n DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONNECTOR SCH EDTHE - CONTROL DATE: 01/27/2020 MiTAI.1 51MP5ON MITex VIP SIMPSON OPS. UPLIFT GRAVY DE,. UPLIFT GRAVITY FASTENER LYS TENET ETA ]618 TEES. META -IC 1M1N Y / Intl P iMB E4 (811Otl %1 ]/2' ] L () 2 E 8 ILL x 11 2' ] PLY 6 HIMP PLY EMBED4' () / () � nI HERE 1619 243E (2) FIFTIES 19.5 (12) Had X 11121PLY, EMBED4 (10)10d x11/2 l PLYfMSED4 HTA 16 181. EFTA 16 1810 (10) US X 1 FIE'(81 IEd2PLY EMBED4 (9)ICKx 11/2' 1 PLY, (9) INS 2 PLY, E HED4' HTA 20 1.,. 1ST 10 TRIP (10) Had x 11/2 81 led 2 L ERRED W (9)10d x 11/2- Y CH 1tltl2PLY. EMBED4" (2IN IA-20 243E (2)ITETA-20 2035 (12)Ud X l l/2,1PL%,EMBED 4 (10)GOP x11/21PER, EMBED4" ESOP (]0)]6tl2-PLY, HYDRA (]2)REP 2-PLY, EMBfD4 LVI 1655 LGI Im, BLK Ll 1/4"x3"Wedge -B ft A W00D I16)10d ('I-114" x 21f4' TREN, W00,(16) IM 2 O LWT3 338E ILOTE 5GS25 348E ICONI'%5"W tlg BI A.,cR ,S,WOOD(12)W525 (]2)SKIS If4'x3'i0GIRDER, (4) 3/8"xS ITENFDTOWALL DXTL20. 243E DfTAL-20 X".,(16),Wen11/2. 1 PLY ALTERNAI E USE Cr (2) HIA.20 ACCEPT ABLE Cal -ad,If2, 1 PLY ALI EPNATE USE OF(21 YETA20 ACCEPTABLE MU6T15♦ 3945 MGI1 3965 (1) SIR' A:I-R- IN H IG H STRENGTH EPDXY (MIN 12" EMBED), (221 IOd 1 O'WNED) (3)5/8"A.TR. IN HIGH STERNER H EPDXY (MIN 12" HEDON,)22) 1OG 10 WOOD H UGT2♦ SI HGI2♦ 1069E WC0D/ 8110d. MASONRY I2) 3/1 A1,11 HE) 3/4"A:ER. IN HIGY U I R ENGTH EPDXY (MIN U- EMBED', 116) HIM ID WOOD U WT3r BEEN HGT31 'LANE WOOD (8) FLY, MASONRY I2) 3/4 A.TR (2)3/4"AT.R.IN HIGH STRENGTH EPO%Y(MIN. 12 EMBED61161HER, TO WOOD - LTA ]S10 PARALLE LTO WALL 14]O PERPENDICULAR TO YYALL LTA2 121D PARALLE L TO WALL 1210 Pf RPEN DINWRI0 WALL I10)10d 11112 (101 HER x L1f2" MUGi]$ 3945 VGL 494E N HIGH STRING IF EPDXY 12 EMBED), IOP E 3"tl FAR 12 INS BACK OF TRUSS (Ij5/9 AT.R .() /() /( ) ]5' AT R IN HIGH STRENGTH EPDXY 22' EMBED, 16 SEES E4 () f8 1 I ) / HUGE 9515 FEB VGI 7185 (215/8 A TR.IN HIGH R REM, IY F FURY INN 12 EMBED),(8)VA! (2)SM- A: I R IN HIGH Si HE MCI LEU%Y (NN. 12" EMBED),(32) SEE 1/4x3 MTW 11 9ES .111E 99D. (14) 11W x 1112`,(14) ICE (14)LAW %I FM WW 16 1355. BUTS 16 131E FIRM IDtl XI VE (IS)1M (36)IBM %1112 HIW20 IN. HTPU20 131E I241 INS X I V2'l R0) RM (24) ad X1112' FTW 24 l3S HIS 24 133E (141 ILL .I F/2', N.)1W (24) Lac x1112 LSTA 12 e. EBY LSTA-12K 925 IIHH1W (,.I He LSTA 18w 1235. ISTA-12- 1295 (14)ME (141 ULM MSIA-V- ]330 M11A-1 - 1315 114)1W (14I IW. MSTRI 264E MSIA - 1,p '.A 11E)N]. (1811W an MSTA-30w 2065 MSIA-33 a'F 2050 FEW 10.] (2311W MSIA-36H 206E MSTA�... 205E 12.11W (2611W KSTI236 2763 MSTF36 38W 136)IDd Xl'0' M61 led X1.1/'2' KTS1248 SIDS msILIC 50. 11B1 HIC Nll/2' (48)10d A OR LEAR SEEN HE UP5 I1618d:31/2 (16)RE) NO Ed TO SITE, (818d ID SIH� SW4 all 5" Hl1 (6110d TO s IHIRE (6) 1W TO PLATE : (6)TD'x1w USUR5 MCRY 5251N F1@lW% A31. .3. (1)EM.I 1/2" TD BEAM, MI 8c x 11/1-TO RUST : (4) Ed x l 112' TO BEAM, (4) M x 1 la TO POST. H HCY/ LED HCP2 590 (10)TOE x11/2" T0TRUS$ OF) 1W X 3112' T0PIATf (1211W A . 1/2 Ri 16A RIVER x1W 104E 191106X11/2" T0TRU55,D)]WX1I/TTOPLAU (181FINE %1. 1/2" MUGT35 &PHp4A 4125 VGT&HDIW 494E (28) TOd TO TRUEN(10 W53 WOOD SCREWS I0 COX[ W/5/8"THREADED ROD (I61-SD6]/W. TDWOOD,(1011D51/4"Ul/2"W/IHRFAI)MPUD,(2)NUYS/WASHEP PLY MU6TRI5 &PN04A 41I5 YET &EDIN ROD (28) 100 TO TRUSS, (10) WEB WOOD SCRFWST0WSTW/5/8"TFREADED ROD (161-EBB Sp L. TO WOOD, (3)-3f4'STUD B0LTSW/11HREADED ROOGI NlR5/WASHER/2PLY FRI 2535. b]]I ABU.2 23W 7751T. ill SJ'A.I.R. IN E RUN SI RE NET H E PONY, (WIN 7- FMHE N IN CONIC, (12) 16, IU AGN) (115/8". A T R. IN HIGH STRENGTH EPO%Y.(MIN.]" EMBED.) INCONC,(12) 16a T0WO0D .U06 1415 IV.. ABU 562 219E ISCRY Il)5/8'ATR. IN NIGH STRENGTH EPDXY, HERE.]' EMBEDI IN GONG. 0106, TO WOOD (1)5/8'AI.R. IN HIGH SMENITN EP0XY,MIN. T' EMBED. I INCONC.,D2)lW TOW00D LT519 *.. 1205 L719- 1310 ill 3/4"A.T.I IN ITIGISTRENGTH IFORK, (.IF, T' UVRO) IN CONEI(S)HU, TO WOOD (113/4' A T. R. IN IT GET STRENGTH EPDXY, ( MIN .]" EMBf IF IN CONC., NEW TO WOOD O LTS20D... FILL MROB..+ ism A I, R. IN HIGH STRENGTH EPDXY, 'MIN]' EMBEDI IN CONC. I HN OC x 3� 112 TO WOOD (1112"AT.R IN NIGH 11 PILOT T' FMBF ILLINCONC.,(10) INS TO WO0D H741 41W .114 1455 I1)5/8'AJD IN HIGH STRENGTH EPDXY (MIN, T EMBED) IN CONC.(18) led X 21/2" (115B AT. R. IN H ON STRENGTH EPDXY (MIN.]" EMI IN CONIC., (26) 16d% 21/2" N1145 SE0, NFEi 509E ill 5/8"AT. R IN NIGH SCRENGI H EPDXY (MIN, I- EMBED) IN CONC(26) I Ed X 2112" (11OWAT.R. IN IT GET STRENGTH EPDXY (MIN ]" E MOED) IN CONIC,, (26) 16d% 21/2' Q UVHD]]♦ 14395 xE.Q11505211 1181E (Ill AIR. IN HIGH STRENGTN EPDXY,'MIN.10'EMBED' INC0NC, 241W53 W00D5CRfWS (Ill "A.TR.IN NIGH STRENGIX fPO%Y,(MIN 10"fMOFD IYfpNC (11 ?O5 tl"x 2M'WWOSCREWS PHDSA FEES HD78 6645 (11§/9"AO:WHIG H STRENGTH EPDXY, REACH )" EMBED) IN CONC NF)VcNWOODSCREWS (I)7/8"A.D. IN HIGH STRENGTH fPO%Y,(MIN-]" EMBED) IN.11, PI 3f4"STUD BOUSTO W00D TORE ]BRIO (I"" A.B.I NEIGH 9IRF'N.1HFPOAY,(MIN-]'FMHEO)INfDNC (il]/8"SIUOBULI'SIU WODO NlAHEX121J 258E 213E .DNA d,96/11,25 3475 133E (1171�T'BOLT 11MINI.EMBED a NOT LEA THAN 4- FROM HUGE OF.1 YU 1/4"DIA ITW FAMUT/REDHEAD DYdA 0OLI5LEEVEAYCN OR 0R fO, W/MIN SLIMBEY INSTALLED IN FACE .(POOL AT ACISI (1)3/4"AT.R IN HIGH STRENGTH FRO%Y(MIN G25"EMBEDMENTIINCMJ TOP(113/Y AIHINHIGHIMIN61H EPDXY IININ,675" E M 9 E IBM ENO) I N CMJ DEC S OF) IRS( U U PAM NU141211 3615 2]]O N0%). MUSG12 W00O 3435 2251100%) TO HEADER; (10) OV TOWOOD (10116d TO F FAKER, FI0L LERTERW00D NET 112;) 3220N25%)(]al00 Vi LO V' H011011CMII 1 ) 195E B.-HUC410 (CMU) ]800 45W (11 A'"'x3"'W535CRFW5,(10)IWN WdBN USP(2O)9/1E I APPER.,(10)1WT0WWO (lR]/1x>9/4.YIIFN (YYFRMNGFJIOCMII. (f01utllO NCOO Q 2 H021D]]F CMII I ]9W 30R11 H L1110.2 (CMU) 180E 450] ( SRY A' K3""W535CREMUR IDITO W UsFJ20)3116 TAPPER.,(Igl.TOWWD (]8l/P'.2-3/P'TITEN(9PfR FIAN6ETOCMU,(101W TO WOOD H D210-31F RMUI 2295 SOIS HLQ]V3 IC,r1U) .180E 45W h&1 R'x3'"' WS3 SCREWS, (1011W TO 1DSHF, ESP(20)3116"" TAPPERa Od)End TO W000 (181/4x2-3/4"iITEN(5:PER FLArYGEIiOCMU, (]010d TO WOOD LGUM262 2125 1116S LGUM2A2U5D 14. 1 5595 141{/d"X4"Wetlge-DOH. Ancdors,W00D(4) WEB WOODSCREWS 1(4) a/8 x 4 TITEN HD ANCHORS (2 PER ELANGEIT0C MU, (4)1/4X21/25DSSCRFWSTO WOOD 1A 1A 1A CJ1 of CJ3 CJ5 O IC - 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON co LED NAILS & SECURE TO BM. W./ SIMPSON LTA2 USED TO v BRACE TOP OF WALL. U U U II II 1 11 II - Il _ U Il EJ7 ' , II hIIuII I; IIIn I 31C.1 J If II II it it II IIII II II mill iwll IIuIII --- wAl IIATTACIHI 4-1III OIING2x SIIC,AB TO TRUSSW'10dNAILS <r6"O.C=GTIA14' FROM EA. END) lIu 1111 11 11 ll I za= Aa A3 = A--==�_____�====L I== -- PRE -FABRICATED R OF TRUSSES @ 24" O.C. . A1A i A2 ATTIC A3 ACCESS A5 G va 9 A7 !` A9 77T 1A A8G 3.1 T IA j _ _3., --IIW \m 7 1ST I n u n h _ _ _ _ _ 53.1 °II II II 11 11 11 II 4 _B2GE II II 4¢ 4¢ EJ7A 8 7 wR U U C5 53.1 3.T 0 FRAMING PLAN_ SCALE: 1 /4" = CJ1 CJ3 CJ5 2 O O m 0 LL fn J z O C7 0 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 wwvo.abdesignigroup.com AA #: 0003325 u 0 9 Reviewed for d Complian rSlLTIE3DIV. 8e LgOT: .Universal Engin IF ig Sciences CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.20E 85R1 MODEL 4EAB "1672-ARIA'' GARAGE SWING: LEFT PAGE: FRAMING PLAN 1ST 3:1 CJ5 160 MPH EXP. C CJ3 CJ1 t, mar -WIRED,, ARCHrrECT: STATE OF FLORIDA i� I i 1•� 1 t IU MAR 2 T 2W I K','UAEL C. ANDERSON AR NO 17305 IIIIIV/ I�`-�lM1�i dZf PRINT DATE- 03/18/21 SCALE:1/4 11-11-011 SHEET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 (9) 10d x 1 Z" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ' ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (12) 16d x 1 2" NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" 7" GIRDER. PROVIDE 5" GI 10d x 1 'z NAILS 5" MAY O ADDED W 8" x NAI4'-0LS, W/ 10d NAILS, 2 ROWS, 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH `.'' ACCOMMODATE GIRDER (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8"x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) 2' x 5" TITEN HD TO CMU AND (12) SIDS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. L' 1 TO GIRDER x 2 2x SECURED W/ (3) 16d 4 z B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD (2) 2" x 5" TITEN HD TO CMU AND (18) SDS a" x 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA 3" TO GIRDER GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL WITH C-(2) SIMPSON FGTR GIRDER TIEDpWNSy' 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d (2) " x 5"TITEN HD TO CMU AND (18) SDS 4 x 3" AND APPROVAL GALV. COMMON NAILS. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) ix2 SECURED W/ 10d BEAM GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID; 8" EACH WAY OF BOLTS j SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 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.) j £ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885LBS (2 PLY MIN.) TYPICAL TRUSS/ 1a 1b 1c 0 F SQALE:3/4"=1'-°" GIRDER r1 CONNEGTOR(S) 2a 2b 2c YTYPICALR0 GIRDER CONNECTORS) 0 T� OUTER 1/3 OF SPAN ONLY BTM. - PLATE 3 DEPTH 1/4`D —HOLE EDGE>5/8" -HOLE DIAMETER <2/5'D SGL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1 /2"=1'-0 EDGE >5/8" HOLE DIAMETER <3/5`D DBL. STUD 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HISM20 W'1010dTO TRUSS AND (4) 1/4" x 2 VA" TITFN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON H ISM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 14" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-FNG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2"COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION MAY NOI BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C ~ —END WAILOR 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 TYR. /,�\ RTNA runRn RR4f'It\I(; SCALE 3,4"-1' 0" IF 3:4"-1'0" (2) 2X4 No.2 SYP DIAG. -- BRACE W/ (3) 12d @ EA. TRUSS (DIAL. BRACE TO COVER 5 TRUSSES) 0' 0" 10 30' 0" (1) "X" BRACE 30': 1"TO 60'.0 (3) "X" BRACE (1) "X" RRACF t.t� CENTER (2) ".X" BRACE DIVIDED EQUALLY FROM CENT ER TO END. 2x WOOD FASCIA, SFE ARCHITECTURAL PHF FNGGARIT. TRUSS------� STIFFBACK (ASPER--- --� TRUSS ENG) SF SCHEDULE FOR BOND BEAM RLO. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6" MIN. EMBED. AT32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 1U-0" O.G. MAX. Reviewed for Code Compliance Universal Engineering Sciences BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=,'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. MI-TAL Si RAPS FOR ROOF AND FLOOR CONNECTIONS AI AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EC.IIIIVALENT OR GREATER UPLIFT AND LATERAL.(F1 AND F2) LOAD CAPACITIES AS 1 HE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 1 HE 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 T FIE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F, AND F2 FORCES. ALTERNATE MATERIALS Qr Ai o 01n II_T — h\\i S CREEKSIDE PHASE 2 LOT #85 PROJECT# 04321.200 85R1 MODEL: 4EAB fi "1672—ARIA" GARAGE 3WING: -LEFT CN DETAIL 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA MAR 2 2' 2021 s MICHAEL C. ANDERSON AR NO T7305 D 03/18/21 SCALE: 1/4"=1r-0" SHEET ? Sae - _- _ R _ ... _. ... ., ... ... ... -.- c . r.....'.. _.. _....- �.. ... ...... _. ..:.,.... . f.,n..,. . .. ...P.,. .. .,.-:..... ... rv. ..;m. $. ... x-- � , -... s. .�'^,.w iv . +..h - •- - -, ••-• . BS.E� .. n r>r'.. v fs ] 5:.`r�• �-,"^rti:.. '-F.. .��ue v ' xoe ' .�s«..,-. va .a . r ::. .. � ...rd ..s.�x F, Ag d"i.,t2`., �-_`r�s,.rs"i`zFln o- a.ad43T_.., ml. ... ax�"�aTh. :',P�'.°3n <. :I PRE-ENG GABLE 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 2x6 PT. PLATE TO BILK - W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W` 12d's 8" O.C. MAX I'HF FNG'D WOOD I HUSS (TYP) Ca 24" O.C. MAX FOR STRAPPING VERIFY W,iTRUSS PLAN CONT. 2x4 SECURED W; (2) 10d's@ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BRACING W1 PRE-ENG GABLE TRUSS @a CMU WALL Reviewed for Code 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 #85 PROJECT# 04321.200 85R1 MODEL• 4EAB "1672-ARIA" GARAGE SUITING: P LEFT PAGE: DETAILS 160 MPH EXP. C (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'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END_ UPRIGHTS OVER ':4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ) SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED Wl (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 E END PRE-ENG'D TRUSS GABLE W1 HIP RETURN SCALE: 3/4"=1' 0" 3 e y i e VTCR SPACING (1) AT EA, Amin w_n" n, SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION G SCALE: N.T.S. Reviewed for Code Compliance Universal Engineering Sciences SU13I)IV. : of CREEKSIDE PHASE 2 r LOT #85 a PROJECT# `d 04321.200 85R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS „x 160 MPH EXP. C ARCH ffECT= STATE OF FLORIDA MAR 2 2 1021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 18 21 SCALE: 1/4"=f-0" SHEET S3.IC .A" UtNtlK/'1L. NL) I tb: --- - '-- - - A GABLE PAT) r STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR �bEAI HER N N BEARING' WOOD WALLS TOP PLATES & STUDR ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT O CAN BE SPF. a 3E 2N 3R 3R 2N 3E a ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE GHAHFFRFI) + 1'. ON ARCHITECTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: ETA! S NO 7th EDITION ALL WOi:)D.FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31814, BUILDING CODE REQUIREMENTS RAPPIE MEMPP,sNE UNDER ALL SLABS-ON-GROUN WHERE INPICu IFF i)F! CFaPPLERS, SILLS. ETC.. SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 110D PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYI ENE `✓aF'iIR D El AS 110 TY - 1.400,000 PSI. ALL WOOD IN CONTAO,fi WITH CONCRETE OR CONCRETE BLOCK SHALL BE O FOR STRUCTURAL CONCRETE, TMS 40EMBE 16 201 SPECIFICATION FOR THE DESIGN IO DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED evR 11 nRHP^IVF raPE: v O0 0 0 COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16'AND RISC SPECIFICATIONS 1'RF SSURF TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ;11AI I RE RATED TO RETENTION LEVELS OF 0 25PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM V 0 0 0 0 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORRORORA'I F 1El RAHFDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR Al I CONCHE1 E BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RA ED TO RETENTION LEVELS OF 0.42 FIDE FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 0 0 0 0 0 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNFD AND G( rNSTRI iC 1FU IN ACCORDANCE WITH ACI 347 LATEST W: DOT SHALI BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 0 00 0 0 EDITION,"RECOMMENDED PRACI ICE Fi)H CONt:RF IF FORM WORK. C()N TANS MORE THAN '+' OF HEARTWOOD. 0 0 0 V19 ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE " 0-PA. DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING, PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. IN WITH AFFECTED PART PRIOR TO PROCEEDING THE ATTENTION OF THE ARCHITECTi s A III FIRE SF OR STRUCTURAL fFrAS TOWATERPROOFING, FLASHING, SOUND I OL T N. ARATION, O OTHER NON STRUCT. 2E O. 2R O 2E ARE NO ROO NG, S , S U - PRi IVIIIF ROI.ICI BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS A ; IHF Y ARE NOT CONSIDERED TO BE STRUCTURAL DI NDING ..A.. 7 _ ��q6 •q• • ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY 011 IEHS. SW tt, . 0 THE STRUCTURE S DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED 0 � 0... V IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE. ERECTION PROCEDURES AND 0 O0 . SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT REARING LOCATIONS WITHOUT WOODEN TOP PLATES. 0 O ' DURING ERECTION. THIS. WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTL1 Al 064'Al OC4M, ,RARE 65 AND BE PLACED IN ACCORDANCE WI II-1 IHF. 00 00 I TEMPORARY BRACING, GUYS OR TIE DOWNS. WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM AP E;HAIJ RF I )NF SPACF PLUS TWO INCHES, WIRE MESH FOR SI AHS SI Al - Q O O OO 0 BE SUPPORTED WITH 2".CHAIRS FACED :4 N ui;. FAILI WAY.. lu RE HF IGNED AND! FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION - STRF-.,S GRADF LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND 0 00 0 0 00 V REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED HY A PROFESSIONAL ENGINEER REGISTERED. IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. - 0 0 0 D O D O OO 0 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: 0 ,,3 0 t:Orardl=c 16R PLATES SHALL. BE MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL 0 9 J O 0 0 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM AO ME GRADE 4o IT] C:I )N(.RETE DEFORMED BARS, REBAR SHALL BE As I M nc 15 MEF HNG I HE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 2R 0 0^ 2R 0 GRADE 60 IN MASONRY DEFORMI D RAW;. FREE 1-11OM OII-, SCALE, AND RUST AND PLACED IN ACCOHDAN(:r `s. 0 0 ® 0. DESIGN LOADS: `� W/ THE TYPICAL BENDING DIAGRAM ARE) PI AC'IN(i I IF IAII S OF THE ACTS TANDARDS AND SPECIFIEA I I(I111(U :. FSIGN, PABRICATF, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,"DESIGN NATIONAL 0 0 ® 0 O Q CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINi;P, FOR REVIEW PRIOR TO FABRICATION. HORIZON IA[ S fnNDARDS FOR METAL PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" 0 0ROOF: LIVE LOAD 0 2R 2R 00 (I ,: FEAR NO, I INSCI IEDIA ED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED FLOOR:LIVE LOAD 40 psf REVIEW. 0 0 O O O we)ix) 111ussEs 0 Iq 0 0 0 0 0 0 20psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR 36" v 0 0 00 0 00 0 0 10 psf BTM CHORD -non-concurrent 45.RAP 30" #7 BAR 42" TRUSS LOAN[ TFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 0 0 PROVIDE 36" x 36" CORNER BARS. BOND BEAM ONLY. I APPED AND TIED TO EACH BEAM REBAR. SEE UFIAll I nCA I I(.)NS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 0 ^ 0 D 00 Q DEAD"LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. IN f F R ,F t:IIOHIs OF IIIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pef TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, a 3 0 0 0 0 0 0 to 2E Q 0 0 0 0 0 3 (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE I u IRRILtnNE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING T HE WALL AT THE TOP AND BOTTOM WI1H "'kkk DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGH I Of 1 HF (1ttNTRACTOR SHAH. SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT HIP ROOF ,� ,� BALCONY LIVE',OAD 60 psf WALL. 1 R11sSE1;0IR1)ERS T'O COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FI(.)OH LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS.A GUIDE FOR BEARING ROOF WIND DESIGN PRESSURES WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS_ STAGGER SPLICES WHEREVER POSSIBLE DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II)', .NET (GROSS) - .ASCE 7-16 I nYOI IT. SPANS &ALL TRUSsi HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE-3 = 60.90 PSF 70.90 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED O ACCOMMODATE I LED HE Mq AFFECT IHF STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ZONE 1 , = 60.90 PSF (70.90) ( ) STORAGE:20 sf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WI NOT CUT OR DISPLACE REINFORCING STEEL i ,CC MODATE THE INSTALLATION OF EMBED ZONE 2e = 60.90 PSF (70.90) ZONE3e=:70.40 PSF (80.40) p WITHOUT THE APPROVAL OF THEENGINEER: s f Iiru; I I IHAI. ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS: 40pst, GUARDS AND HANDRAILS: 200psf;.GUARD IN -FILL COMPONENTS: 50psf, PASSENGER ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION ZONE 2r =70.40 PSF (80.40) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BESIGNED AND SEALED BY A FLORIDA "A"= 4'-0" END ZONE DISTANCE 40psf I IC,ENSED PROFF4sIONAL ENGINEER. BASICWINDSPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE EXPOSURE CATEGORY: "C" `'SHOP DRAWING REVIEW' '' "SPECIFICATION: MASONRY STRUCTURES" HEMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY � ,' FOR MASONRY STRUCTURES RE ANDCOMMENTARIES),Pl BUSHED Rv TH.E HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS O S O - . C U S AS J CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO.VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDFD BY THE TRUSS ENGINEER. PRESSURE COEFFICIENT: +/- 0-18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALL HALL BE TWO CFLL HOLLOW CONCRETE MASONRY RFC LAR SIZE BLOCK I IIF TRI ISS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OC S 5 U 5 C Of IHE I)FLEGA FED TRI I.SfS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-f6 COMPONENT REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G 9U, ,BADE f'm = 2000 PSI. BLOCK SHALL BE PLACFD I ISING A ) ROOF DIAPHRAGM R- ALL SHOP DRAWINGS SHALL BE E AND CLAI. DING WINO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ROOF/ YYALL/ FLOOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. I AY UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORF FOR ASPHALT SHINGLE ROOF; USE MIN 7/16" STRUCTURAL PLACING CONCRETE FOR IN WALL COLUMNS..(9RCA JT USED TO FILL MASONRY CELLS SHALL COMP! Y WI TH Al I. TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED SHEATHING EXP 1 24/16) Or 15/32"STRUCTURAL SHEATHING EXP 1 WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS ( SHEATHING (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING; USE 15/32" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOI INDAIIONPLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3:fl" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD ANSCHEDULE D FASTENERWRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHAIJ. BE PLACED W A SL 11MP OF 8" TO 10", USE ONLY MECHANICAL VIRRFlTION EDGE SPACING) SEE DETAIL. Fl TO CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL [IF I JSLD EXCI i JSIVELY ON THIS PROJECT MORTAR SHALL BE ' " NAILS @ 4" O.G. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 et FOOTING p O I IINDI R ASIM{' 27 11.111. IA ORT I2 I )IPJI" OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.11 170,000 RING (16-20 RINGS RSRS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW NAILS PROPORTIONED AND MIXED AS 111 INFD 0. LAND VERTICAL EXCAVATIONS AND. SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT. LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS Ol HERWISE NOT L D. REMOVE MORTAR PRO rRUSIONS THAT EXTEND IN R I 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 WIT H GROU I A I AI_I CIF I . S T O RF(:EIVE EXPANSION ANCHORS ANDOR VFR I IGAI THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR Nli: (48 BAR DIAMETERS). U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE API ITY AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL - c EXTERIOR SHEATHING MINIMUM DESIGN BEARING C C STRUCTURAL STEEL' Reviewed for Code USE 1/2" CDX'OR 7116"O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF SI DOCTORAL STEEL SHALL COMPLY WITH THE Compliance i 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRtCTURAL STEEL FOR BUILLFINGS. Universal Engineering AND Bid RING SHANK GUN NAILS AT 6" O.C. AT ROOF ATHING CONCRETE: _ 9TH EDITION, BY THE AMERICAN INSI ITU TE OF 's IEE I CONSTRUCTION..STRUCTURAL STEEL SHALL. 13F AS I M91 Suences BOTTOM PANEL INTERMEDIATE SUPPORTS OR7/16".ZIP SHEATHING SYSTEM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS Ff`�-'_OWS: A36/A36M, Fy = 36 ksi FOR ANGLES. PI HIES. AND W SHAPES. STRUCTURAI. ruBwc SHALL BE ASTM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. A500/A500M. GRADE B, Fy - 46 ksI STRIHJTURAI. PIPE SHALL BEASTM A5:i.`A53M, GRADE B, TYPE F (41 S.. 1 y - \T 2,500 PSI REGULAR WEIGHT FOR FOOTINGS,. AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHN I- BF CONCRF I F RI LED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS,. COLUMNS,AND 5- STRUCTURAL TERRACE SLAB, - ANCHOR BOLTS AT THE COLUMN BASES SHALL BE AS ifA A307 BOLTS WITH 'DOUBLE -NUT LEVELING ALLO " _�. i .. S Z r EACH SEPARATE MIX PRIOR TO DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EA S CONTRACTOR SHALL SUBMIT PROPOSED MIX D OTHER BOLTS SHALL BE ASTM F,1125: F312 +M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. HOT IS ' > ROOF SHEATHING ATTACHEMENT SPACING o O CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5".+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL. BE TIGHTENED IN ACCORDANCE WITH IHE TI JRN OFF THE NUT METHOD. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6, O.C. IN FIELD ON EDGE AND 4' O.C. IN FIELD 03 CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STFFL..J BOL rS ARE TO BE STEEL ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN .ZONE 3,3e, Sr: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90MINUTES. IF FOR ANY REASON BUILDING LENGTH THERE iS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL 7f�~ BE. THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY { NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE. AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING - FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL SEAS FOLLOWS: A, 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): NOTE: LES-DROP GABLE END & O 1 ADD'L DROPPED B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. TRUSS 2 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-112"FOR #5 AND SMALLER 16"O.C. I O DROPPED GABLE END, ATTACH 2x4 #2 SYP 2" FOR #6 AND LARGER BLOCK! @ 18" O.C. FIRST 4 BAYSWI (2)12d NAILS EA. C. FOR CONCRETE NOT EXPOSED TO WEATHER END. A CH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR. SLABS, WALLS AND JOISTS - BLOCK! PER NAILING SCHEDULE 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES (2) FACTFnIP:R crur-n! ii G zUL w 0w z (aj Q C� = Q z TYF S U) w0 oc 0 (On ILL! Y L Lj wb Co _T 8d RIM SHANK GUN NAILS SEE "ROOF $IEATHING ATTACHMENT" TABLE FOR LLD SPACING iEATHING AE HMENT FOR STRUCTURAL ROOF C#82"DEC CREWS @6"-8"O.C.MAX@ EDGES & ' O.C. MAX INFIELD. UNTHREADED SHANKT XTEND BEYOND THICKNESS OF SUB- SIHEATHINGI 3'4" T&G SUB FL00 ECKING GLUED TO ALL EXPOSED MEMBERS WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION S17F )1'HF SPACING RF"AHI-': APPIJCATION SIZE TYPE SPACING REMARKS tx2 PT FURRING TO I A�F HARPI€NFL x m A" O/C l I A,F DOOR BIJ1,1< 1,4" DIA. TAPCON MASONRY 1 1/2' EMBED.; 4" END DIST., MASONRY COI )IAII I I �'" I (INIi T I.1n�.I,iNRY r N,'.. " , .O 8 O/C. NO WASHER FASTENER 1 1l2' EDGE DIST. FASTENER S1xPT, EENOTE6 FFl nul4 „,11: 9"OIC. WINE INAJ Ir.1 IFII I"fA DOflr Bll�li CE 38'DIA. OR --- --__ 18"O/C(3l8-DIP) 4'EM'EDG" END DIST., 1x PT, SEE NOTEF 111E 1 IbJI WU iTAGGERED '11 TNT rtAA 'ND/ •'6: ,,. rJIASUPIRr;(.UNf: EXPANSION BOLT 24' O/C n/2" DIA) 3" EDGE DIST. ,d WASHEq /WASq WIIVDOWBUCK. :,',FII;,nr>Fr+Fr,,:,,ll D,ac WINDAJP'^IDF/h'-,FNFh k1F',,I:TRAP T(` CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTEn IIPII I "I„N�i f;TAGGERED INT)IdA flf V. M/AONni ICONG. la[lJ RCM �V �J REQUIREMENTS EQ IIREMENTS EXT. SWING DOOFI G'i, II'1"DIA L,P'C1N II F FH FfIf:. IJ IRFARIN(; WOOD 12" EXPANSION 4" EMBED. 4" END BUCK 2x PT; SEE NC TF) K K I 1MA'3HFf( Fn .TREn' IE' O:G - Dl.;r Fn;F f,I:'.I VAII Tl: V?NI" SLAB WIWASHER BOLT 24" 0/C DIST.,3"EDGE DIST. P2x P a STE WINDOW BUCK FI 4 ELCOL OFF mPAT .' r- G01CGEF ' IF nl,: r. - NOTE6° lVA`:HFr :TAGGEnFD - FP •F NOTES 1. STAPLES SHALL NOT BE USED FOR ANY S9 RHC I URAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. WINDOWS ANI I EXTERIOR SWING DOORS TO FRAMING BLJCKS SHAI 1 BF AS f ER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BF HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DU IY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN O I i , t' K ; SHAI I RE THE STRICTER REQUIREMENT F THE N A R F E >I'n IN , DETAILED ABOVE 5. FASTENER SPACING FOR THE pUG S G QUI O O C O 6. WINDOW AND DOOR PI a I s f.HAI I RE AS WIDE OR WIDER AS aHE DOOR OR WINDOW. FRALAE FX('EI T FUP AN EX1 ERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED Ws FAl" ONS OR PAF rO THE SUBSTRATE - 2194 H WY A1A, SUITE 301 NDIAN HARBOUR BEACH, , FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #; 0003325 SLJI3I)i�:.._8e T. CREEKSIDE PHASE 2 LOT 85 PROJECT# 04321.200 85R1 MODEL• 4EAB "1672- ARIA" GARAGE SWIxG: LEFT PAGE: DETAILS i 16�1 ?CIF ESE°. F411111111111111111111111, ARCHFECT: =� STATE OF FLORIDA III MAR 2 2 2021 MICHAEL C ANDERSON AR N�, 173n , (EATriii 03 18 . 1 SCALE: 1/4"'=1"—C SHEET �T ..� JL v I F TYP. EXT. SHEATHING ATTACHMENT