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HomeMy WebLinkAboutBuilding PlansSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA -nDRMA BURD]NG CODE, RESMErIU4 7TH EDITION (2020) -AIL LOCAL AND STATE CODES DR HORTON HOMES ®OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE_ NE ®CONSTRUCTION TYPE ®MIN. INTERIOR FINISH - VB - CLASS B - PALM- BAY, FL 32907 ® BASIC WIND SPEED - Vult=160 MPH TEL: (321) 733-7092 -EXPOSURE Casd=124 MPH FAX: (321) 733-7972 -STORY RESIDENCE a2-STORY RESIDENCE - - MAX. HEIGHT AS PER LOCAL I AND STATE CODES STATE OF FLORIDA SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: LIVIWs 1612 SQ. FT. MICHAEL C. ANDERSON GARAGE 432 SQ. FT. AR N O . 17305 ENTRY 38 SQ. FT. LANAI 9(o SQ, FT. A.B. DESIGN GROUP, LLC TOTAL 2238 sQ. FT. 2194 HWY AIA, SUITE 301 A/c voLUME 14381b cu. FT. INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE sONSTRUCTION BASED ON THE DRAWING SET. LMER E)RIVE NE, PALM A ,' C2 0 .� ABBREVIATIONS A V ABOVE LAV LAVATORY AJ AIR: CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C.- MEDICINECABINEI' AI,T. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM B . BOARD M.T. METAL THRESHOLD CT, CENTER LINE MTD. MOUNTED CAB CABINET MTI.. METAL C G CEILING N.T.S. - NOT TO SCALE CI R CLEAR O.C. �` ON CENTER C NC CONCRETE PL PROPERTY LINE C T CARPET P.B. PUSH BUTTON C CERAMIC TILE PH. PHONE D DRYER PLT PLATE DI 1L.DOUBLE PLYWD. PLYWOOD D. 3. DUAL GLAZED PR. PAIR DI A.DIAMETER P.T. PRESSURE, TREATED DI W. DIMENSION R. RISER DI'P DISPOSAL RAD. RADIUS D1. R.A.G. RETURN AIR GRILL `DEEP DI DOOR REF. REFRIGERATOR D DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D. W. I DISHWASHER_. S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR P.T EV ELEVATION S.H. SINGLE HUNG EQ. EQUAL SLIT SHEET EXH EXHAUST SHTHG. SHEATHING EXT EXTERIOR SHWR. SHOWER F G,FX FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL SLIDING FI q.FINISH SL. GL. SLIDING GLASS FIR. FLOOR STD STANDARD FTUOR FLUORESCENT SWS SHEAR WALL.. F . DR FRENCH DOOR ;. SECTION FIG. FOOTING TEMP. TEMPERED GLASS cly 1, GAUGE THK. THICK G R. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB"'. G. I GROUND FAULTCJRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB. GL. GLASS TYP. TYPICAL GYP. BDI GYPSUM BOARD.. U.N.O. UNLESS NOTED H.B.HOSE BIB OTHERWISE H.11 HOLLOW CORE V.P. VAPOR PROOF ,.R HEADER W. .WASHER FIT OR HT HEIGHT W! WITH IN UL INSULATION WD. WOOD rNT INTERIOR WDW.- WINDOW W,H WATER HEATER W.I. WROUGHT IRON REVISIONS DATE DESCRIPTION 01/08/18 510 SET ISSUED 01/15/IS 201-1 FSC UPDATE 01/2WS SID SET RE -ISSUED 04/18/I8 FOOTING REVISION PER M. 5owEs 02/22/19 I PLAN MAINTENANCE 03/2&B REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/15 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL SATSON 04/24/113 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE 06/21/19 ADDED LED LIGHTS a KITCHEN 4 SATHROOMS PER MARK SOWES 01/01/20 REPLACE USP CONNECTORS WITH SIMFSON CONNECTORS 01/01t21 2020 F5C UPDATE Reviewed for Code Compliance Universal. En gineenng $CiehCa INDEX _ OF DRAWI ARCHITECTURAL SHEET # NGS DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG A —FLOOR PLAN '� = PG A C-ELEVATION "C" PG E —ELECTRICAL PLAN PG P —PLUMBING PLAN PG MI -MECHANICAL PLAN PG D'.—DETAILS PG D —DETAILS PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS STRTJ,CTURAL SHEET # DE PG S11-FOUNDATION PLAN PG S]� AA -DETAILS PG S1.2 DOWEL PLAN PG S1.2A-DETAILS PG S -LIFT BEAM PLAN AND NOTES PG S AA -DETAILS PG" S .2A-SAFE LOAD TABLES PG S -FRAMING PLAN PG S .1A-DETAILS PG S .1B-DETAILS PG S .1C-DETAILS PG S 1-DETAILS RIPTION 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 7 SUBDIV ee Lo r: CREEKSIDE PHASE 2 LOT #127 PROJECT# 04321.201 127R1 MODEL 4EAB "1672- ARIA" GARAGE SWING., LEFT 1z� AGE: COVER SHEET Fl STAWE OF FLORIDA MAR 0 9 2021 ",CHAEL C. ANDERSON AR NO T7305 r DATE: 03/05/21 SCALE:1/4"=1'-0" SHEET I GENEML NOTES SIITE WORK TIMBER ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). i. ALL WOODS AND WOOD CONSTR CTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFIC&TIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: A. AMERICAN NSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL OREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPEDRAWINGS FOR FINAL 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE D. TRUSS PLATE INSTITUTE: DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1 2 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. NATION L DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT. E. APA- THE NGINEERED WOOD ASSOCIATION: 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK I. ENGINE, ERED WOOD CONSTRUCTION GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING: 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION ALL LUMBER EXPOSED TO WEA HER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES SLABS STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE I AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 32. MINIMUM NAILING PER CHAPTE G 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. . FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. LL SHEATHING FASTENER SCHEDULE WALL SHEATHING SHALL BE PER STRUCTURAL; SEE ROOF/WA IFLO R 0 ON SHEET SN1. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN 1S BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL' EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS: 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. � 10 SEA D CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND LE SURVEY 4. SHOWER HEADS SHALL HAVE A LOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUS I WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. ' 7. SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FBCR SECTION P3005.2 GARAGES AND WPORTS, 11 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR DRAWING: 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR�iiALl.VERINR�S LABELED F USE A FOR E A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION: UPON COMPLETION OF THE S 1. ALL EXTERIOR V ALL COVERING AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING. APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS ND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3)MANUFACTUR D SOFFITS SHALL BE TESTED AT 1.5 TIM ES THE DESIGN PRESSURE RE TEFL DOORS NOT LESS THAN SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CO S THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. "TREATMENT , 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FBIISHE$ - -3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES. 1. WHEN PLASTERING WITH CEME 7 T, PLASTER SHALL NOT BE LESS THAN THREE COATS, THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE-(0.48 MM) SHEET STEEL 1" MIN. RIGID APPLIED OVER PAPER BACKED OETAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 112" THICK, WHE RE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a &ASTM-Cl 787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH & ACCESORIES PER ASTM. C-1063-19a & R703.7:1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN '/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITARLr ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. "L" FLASHING HORIZONTAL LATH AND PAPER DETkLS WHERE THE SEPARATION. IS A FLOOR; CEILING,ASSEM.BLY, T.HE,STRUCTURE SUPPORTING THE. SEPARATION SHALLALS 0 BE -- PIPE PENETRATION DE AILS '' -- VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT: 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 IR FIRE RESISTANT CONSTRUCTION Universal Engineering . sciences UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE ((IUNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1y2" GYPSUM BOARD: R302.7. EMRIOR CILIN 1. EXTERIOR CEILING TO BE 1/2 GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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. CONTROL DATE: '12/10/20 (RM) 2194 H WY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 CREEKSIDE PHASE 2 LOT #127 PROJECT* 04321.201 127RI MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: t< GENERAL NOTES , 160 MPS1. '�4CIP, C F _4I97I��1: AT OF F°LORIDA y p ICHAELTANULN NZ173015 DATE: 03/05/21 SCALE: 1/4"=1'-O" SHEET � G FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.%I THROUC-04 F5C R302.%4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION FEIC R302.10.1 THROUGH FISC R302JOS (2) 3052—SH 12 -0' 914 " im —8' ,4" ,....,.. k.#.,. (2) 3052—SH 6 N d- -- v 0 ' I I q 1 0 LANAI INWO L2J V-8' CLG BDRK #1 c�a I3 c 18-8 GLG. ki=�"�. (2) 3052-SH ? aa. T. 6'-6" 3'-10' 3'-4" 3' 10" 3 _8' 6 r j El f u0.i E: FS "s 45�* HIP ROOfS IR-ISH -S V7 W.LC I ;I I GREATROOM 9 _-- I I 8'-8' CLG, t0 8 -8 CLG. I I OI 4 A cam e j j r --IR-ISH C. I M 9 V I 9 WC .'� ---f 8'-881 CLOG } IU Al r- n 01 1 1 3,_6" 3 0 3'-10 i3'-0, �� 3 _,9„ 31_8 4'-4" ! _I =i LC I 2X8 __ — n 0Lu r ac �i BDRM.#3 BATHE LAv. ®1l i F II �QI "LL 3 LAv. 111 n--� i `o 'n 36'x60' iiiIQ41 � SHWR. PAN i i I�4_� W/ ENCL 0 Fl VI ATTIC L —ACCE55- J BOLLARD AS REQ. PER 5LDG. CODE GARAGE 8'-8' CLG. H5 '-4 6 _41 Al II - �i i %? 1w 8 LAIIN. v 1R 13H 8'-8' CLG. I I \6 BATH #2 _ U r 01 Al AV. 21-51,n QII ® a m ro V. 3068 W/ 3'-8" 2'-4" 6'-8" 36'XI2" TRANS. T• 0 BDRM,#2 r ' ' 8-8CLG. _ 6" — 3 —10 ENTRY (2) 3052—SH EGRESS ❑2 ARCH _-------------------- o = 16'_0" _0" 41_4" I_/h.I 8'—.11II'-0" FIGURE R301,2(7) COMPONENT AND I" LADDfRG PRESSURE ZONES FLOOR PLAN SCALE: 114' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3 8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMB—GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK,. OR 20—MINUTE FIRE —RATED DOORS. — EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO 5E EGRESS POINT WHEN THE HOME IS SHUTTERED. — REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. —FRAMED WALL SEPARATION 13ETWEEIN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. —CEILING R VALUE TO 5E R-30 INSULATION ABOVE CONDITIONED SPACE. —FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. —OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN, SET. U—VALUE AND SHCG ARE INFORMATION PROVIDED 5Y THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■07��®0 SQ.FT. CALC.'S LIVING GARAGE432 ENTRY LANAI 1612 38 96 SQ. FT. SQ. FT_ SQ. FT. SQ. FT. TOTAL 2230 SQ. FT. A/C VOLUME 14381-6 CU> FT. .• •• 1 •11 1 •IS OPENNIZI AID TYPE 80UARt FOOTAGE ZOI=E 16O WH WID MA ffiMMS MIN. WINDOW 10 5 CRITERIA EXTERIOR SWING 18 5 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/ CRITERIA 160T0 O.H.D. 112 5 12'x12' SOFFIT I 5 BASIC WIND SPEED MPH = 160 (Vult) + INTERNAL PRESSURE COEFFICENT = =t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CWROL DA78 WW21 ; NOTE: 1 SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH -PRODUCT APPROVAL 4I AND NOA SUBMITTALS. Reviewed for Code 0 Compliance - I - Universal Engineenng Sciences _ uu Ll AIM. VARIES � 0 = r u DBL. TOP PLATE 0 R44-- R A : 2194 H WY A1A, SUITE 30. INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #i 0003325 a ; a, r �a CREEKSIDL PHASE 2 LOT #127 "PROJECT# 04321.201 127R1 I MODEL• 4EAB 1672-ARIA GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHffEC T. 5 ;ATE OF FLORIDA MAR 0 9 2021 CHAEL C.ANDERSON AR NO 17305 �w fPRINT 05 DATE: 03 21 / / SCAT :1/4"=1'-O" STIEET Al 51LDG. HCsT. 4' RAISED BAND 8'-8" BRCS. HCzT. OPT. COACH LIGPT 0 0'-0" FIN `- 8'-8" BRCS. 4GT. 0'-0" FIN. F_R. 9\ 1�S EiFIZONT ELEVATION SCALE: 114 = P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 E 1---.FOAM DRAIN � TILES OFF RI� T 8 -8" BRG. HOST. I'-0 IDECORATIVE SHUTTER OFF RI� T 12 4B BA TYP. 8'-S" BRCS. HICST. E3RC=. HST. DECO. DETAIL -0� 0' 0" FIN. FLR. 0' LEFT ELEVATION SCALE: 1/4 = I'-0" TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH Reviewed for Code Compliance 93 Universal Engineering Sciences HGT- 0'-0" F'N. FLR. MODEL 1572-ARIA AREA OF ATTIC' = 2318 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2318 /300 7.73 SQ. FT. S'-S"_BRCS. HC�T. 7.73 = 111264 SQ. IN. MIN, REQUIRED VENTILATION IN _ .4X 1112.64 UPPER PORTION OF ATTIC = 445.056 SQ. IN. 4B (BALANCETO BE PROVIDED IN Q SOFFITVENTS) TYP. IOFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED = 3.23 TOTAL# OF VENTS PROVIDED = 4 0'-0"PIN FLR SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEETOFSOFFIT REOUIR'FE 63-S19 2194 H WY A1A, SUITE 30.1 INDIAN HARBOUR BEACH, FLORIDA32937 I PH:321-802-3591 www.abdesigngroup.com z AA #: 0003325 � yF. � :z I. I' c; E1 �I `u3 r"SVBDIV. 8a LOT: CREEKSIDE PHASE 2 I LOT #127 PROJECT# 04321.201 127R1 MODEL: 4EAB "1672—ARIA_ GARAGE SWING: LEFT PAGE:psN�z �ro ELEVATION "C" 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA a MAR 0 4 2021 AP, NO 1730 PRINT DATE: 03 05 21 SCALE: 1/4"=1'—O" SHEET A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET ETERIPQUIPED WKaTAM ER INTERIJPTER (TAMPER RESISTANT TYPE) E0 220V OUTLET (4) WIRE CONNECTION WP Exr. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER $4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O yP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER SQ. FT. VENT. FAN LVL IGPT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'8 T6D BY BUILDER) ® FLUORESCENT RE6 LIGHT 2-5UL5 WRAP ROUND A (RECESSED) 4'X2' FLUORESCENT 2-5UL5 WRAP ® LIGHT AROUND (SURFACE MINT.) 2' FLUORESCENT 4' FLUORE8CENT p 4' TRACK LIGHT 0 PANELown m METER @ATL BACK-UP Oi rj',D. SMOKE DETECTOR W/ 14ARDWIIRC WALL MOUNTED BAIT. BACK-UP SD SMOKE DETECTOR W/ HARDWIRE MATT. BACK-UP W/ ® S/CO CARBON MONOXIDEi SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LE88 THEN 4' FROM WALL PENDANT LIGPT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO �u A/ DISCONNECT TUNA' THIS SHEET TY TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING Box REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn� 24' INCANDESCENT LIGHT STRIP nnnnnn %' INCANDESCENT LIGHT STRIP nnnnoonn 48' INCANDESCENT 0 LIGHT 8TPJP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PU8H-5UTTON FOR CHIMES USM PORT • LOCATION Of TV JACKS t PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL i5 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS of PECK 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION_ • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL 13£ GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS &HALL BE SELECTED Bl' BUILDER AND 1516 OF LIGHTING MUST BE ENEWY EFFICIENT TYPE PER F.BL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th EDITION R404J EM METI=S FIELD VERIFY LOC. OPT. � COACH \��� LIGHT `—-------- ELECTRICAL PLAN SCALE:: 114' = I'-0' W P Panel MAIN - A PANEL: 8/16 vvp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C,B FEEDER: 3-#1 CuTHWN&1-#6Cu(G)-in11/2"C OR 3-#2/0ALTHWN&1-96Cu(G)'in1112"C. Wire Pole Bkr Description Wafts. Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 _-5 4 Space. -- 6 4680 - A/C C.U.-.1 30 2 #10 Space 7 8 PANEL - A PANEL: 42 crt breaker VOLTAGE: 120 1240 V -1 Ph MAIN: 150 Amp M L.O, FEEDER: 3-#1CuTHWN&1-.#6Cu(G)in11/2"C.OR3-#2/0ALTHWN&1 #6 Cu (G) in 1 1/2" C Wire Pole Bkr Description Watts. Circuit 1 Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range. 50 2 #6 #12 1 20 Microwave f Hood: GFI 1800 3 4 #12 1 20 Small. Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refngerator: GFI 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath OR Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #12 #14 1 1 20 15 Foyer/Hall/Laundry AFCI Great Room, Lanai & Dining Lights AFCI 1200 900 13. 15 14 16 5000 Dryer GFI 30 2 #10 Space 17 1s 1500 Washer GFI 20 1 #12 #14. 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 30 1 #12 #12 1 20 Bed #2 & #3 / Bath #2 AFCI 1200 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 Space Space 23. 25 24 900 900 Owners Suite AFCI Owners Bathroom AFCI 15 15 1 #14 #14 26 1 Space 27 28 1000 Extenor Lights and Recpt. GFI 20 1 #12 Space 29 30 1000 Irrigation controls only. 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space A3 2 3o A/C AHU-1 (Heater 5 KVA at 65% 5120, 39 40 42 Space Space 41 Load subject to demand factor calculations i line 15400 2f700 Load subject to demand factor calculations ! line Demand Factor Calculations ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER. NC: NON COINCIDENT LOAD GFI. GROUND: FAULT INTERRUPTER Total load subject to demand factor 43100 First 10000 watts at 100% 10000 Remaining watts at 4(3% 13240 Total A/C load 9800 109 for future growth. LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD Total Connected Load Watts 33040 Total Amps (watts / 240 volts) 137;7 = I I I I e I I I I � I LED LIGHTING Cap DOUBLE LAV. BATH •1 ]E0 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020J. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/TI-IWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 41 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 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 ky Universal Engineering Sciences LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 3"2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THILN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG] COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR -iTH EDITION (2020). 5/8" DIA X 8 IFT LONG COPPER GLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT # 12'7 PROJECT* 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE SVfMG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXR C ARCHfTECT s MAR 0 9 2(l MICHAEL C. ANDERSON AR NO 17305 rrcaalm A DATE: 03 05 21 SCALE: 1 /4"=1' — 0" SHEET El 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ABC♦♦. 3- \@ \- a4 a SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT# 04321.201 127R1 �Y-AEI.,: 4EAB "1672—ARIA" GARAGE S WING: LEFT PAGE: PLUMBING PLAN s I _y MPH EXP. Cl ARCHI Y=CT: STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 r"A&4 A DATE: 03/05/21 u SCALE: 1/4'l=1'—o SHEET SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT* 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT DATE: 03 05 21 SCALE: 1/4"=1'-0" SHEET mI p PER FLR PLAN 1/2' CLG. I 1/2' DRYWALL SECURE 57. PLATE TO SLAB W/ 10d MASONRY NAIL B 32' O.G. MAX FIN. FLR .f A T 1G e1 AT= USS 2X4 WOOD STUDS 624' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CA5INETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iro" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 2411 O.G. TYP. INT. WALL (NON— B RG. SCALE: 3/4' = I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR T105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE 5/8' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD �— 3 5/8" OR 5 3/8, 1/2" DRYWALL TOP CHANNEL (25 3 5/8° OR 5 3/5' GA.) CORNER WAP METAL STUDS 24' O.G.a, 1/2' DRYWALL Ire' THICK, 2 COAT -- CMU E 20 GA METAL 70 BE �3APPL EP RUCTURAL FOR 6TTER REINFORCEMENT INSTALLED IN WALLS 3 5/8OR DIRECTLY To 2xv P.T.wo RECEIVING UPPER/ 5 3/8, FILL LOWER CABINETS BOTTOM 5° DIA. SLEEVE, PER CELOLDAIPE AND TU5/5HOWER 25 CHANNEL DO NOT CUT APPROVAL wEo. GA. METAL TO BE (25 GA.) [TO CAULK AND SEAL SEALANT 4 INSTALLED IN ALL SECURED RE5AR BACKER ROD OTHER WALLS. STUDS TO CONC PIP - UEATWr=R STRIP MOULDING ALL OULDI MAROUND TO BE SPACED IV FLOOR W/ 3/4' PAF 4 BOND BEAM GAS LINE DO NOT CUT I J' PVC SLEEVE FOR GAS LINE (5Y DMANUr-) O.C. AT 2ND FLOOR WALLS ADJACENT t0 WOOD SOLiD GROUT THE BOND R`M' GALV. STEEL STAIR WELLS AND FLOOR IIIW� �i)- IO SEAM morn BASE FTRACK DBRACKETa TO WOOD JAMB PER BATHROOM WALLS W/ 1/4' WOOD SCREW 2 COURSE — -- RE5ARS PRODUCT �L�• arEeL APPROVAL REa VERTICAL TRACK ��AD DOOR TILE FINISH _ _ _ _ A. - A. ° a; 1' MIN. SLIDE BY OTHER WOOD 5A5E50ARD . Av FASTENED TO TRACK BRACKETS ROOM m/PRODUCT APPROVAL RECL 4; 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS %1A\ (NON -BRIG.) 9- J SCALE: 1/2"=1'-O' \_SEE ENERGY CODE FORMS PRE-ENG TRUSS INSULATION R-VALUES - -F REFERENCE STRUCTURAL MTL. DRIP EDGE 2x FASCIA 110, PER ELEVATION PER Yi TYP. ELEVATIONS INSULATION VENTED SOFFIT--/R-4.1 VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.t. FURRING STRIPS m 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER APPLIED 1/2' GYP. WL. SD. DIRECTLY t0 MASONRY WOOD BASE 0'-0" FIN. FLR � dZu — a ° d 14 ew e a. a d° a d'a a; ti W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRiP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 2A'�PIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=11-011 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY 70 MASONRY 0-O' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION F5CR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN —STORY HIP BLOCK WALL 4:12, A (2) LATER UNDERLAYMENT SCALE: 3/4' =1' -0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE 11, ASTM D 48roc3 TYPE IV, OR ASTM D &IFO FI5ERGLAS5 SHINGLES WiTH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9` 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 (T)GAS LINE THRU BLOCK D1 SCALE. 1/e'•1'-V' �2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS m EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS J.PER ELEVATION CONT. 2x RAT RUN SECURED i STRUCTURAL DETAILS SEE ENERGY CODE FOR'15 Ft INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—L— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR,` t.. 8' GMU ° . v a d a A W WINDOW OPENING R-4.1 INSULATION WINDOW A TACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. BD. WOOD BASE GARAGE DOOR JAMBS SCALE: 1 1/2"=1'-0" Reviewed for 1 Compliant Universal Engin ffanima Sciences FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \MTL. DRIP EDGE . 2x FASCIA PER Ax" ELEVATIONS VENTED SOFFIT :. �—WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET &Ni. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS `. 8' CMU 0'-0' FIN. FLR a ' d v B TYP. WALL SECTION NO OPENING 1— STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' Note: WALL FENESTRATION FLASHING PER F5GR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA `I11. All exterior fenestration products shall be sealed at the juncture With the building wall with a sealant Complying with AAMA 800 or ASTM C920 Glass 25 Grade NS or greciter for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply With AAMA 114. The flashing shall extend to the surface of the exterior Wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #i: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT* 04321.201 127R1 MODEL 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON L AR NO 17305 J DATE: 03/05/21 SCALE: 1 /4"=1' — 0" SHEET )ER SECURED 7ZI7 IN x SECURED 7R ANCHOR 7MENT, W/ 2' 1T. (U WITHIN !JF THE BTM, CEP. 1❑0 10 CCORDANCETO N INSTRUCTIONS WHERE STRINGENT DOOR ATTACHMENT YWALL ILER CASING JAMB OR WINDOW '•H TO 2X PER ACTURES DETAILS. 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 5' OF EACH END a IB' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' OZ. MAX SPACING, 2X8: 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 V O.G. MAX SPACING. 8' C'1U ❑ 1/2' DRYWALL I'X4' P.T. NAILER n l/Ib' O.S.B. X 4' 1`N. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) R +5/4 DOOR JAMB TO BLOCK +1 15/16" 5 4" C WINDOW TO BLOCK +1 15/16" RYWALL 41LER B CASING Z JAMB OR WINDOW GH TO 2X PER FACTURES DETAILS. 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 0- 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 1/4') WITHIN 8' OF EACH END 4 IW O.C_ MAX SPACING. 2X8: CEM 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 IS' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-114' EMBEDMENT INTO BLOCK 8' C1U ❑ 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 +2 1/4" nWINDOW TO BLOCK +2 1/4" L 2X4: SECURE TO BLOCK W/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. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM 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 IS' O.G. MAX SPACING. .: 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER nDOOR 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" E 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM 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 10' O.G. MAX SPACING- 2X8: CEM SECURE TO BLOCK W/(2) 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. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-114' EMBEDMENT INTO BLOCK. S' CMU 1/2' DRYWALL ❑ 1'X4' P-t. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)126 WITHIN S' OF EACH END 4 6' TO 8' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" .. F 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2Xb: CEM SECURE TO BLOCK WK2) 114' 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. 2XS: 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 18, O.G. MAX SPACING. e' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING r/r,- 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 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' OZ- MAX SPACING. 2Xb: CEIM SECURE TO BLOCK W/(2) I/4' 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. 2X8: CEO SECURE TO BLOCK W/(2)1/4' TAPCCNS (MIN. 644ANIK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 1 NJ 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER n1' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURIES DETAILS. NOTE: 84-4IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" �AINDOW TO BLOCK +3 3/4" n Reviewer' f r oc� C mp Universal F iFi-rir�. JCIeriCES DOOR FRAMING 1j' DRYWALL IX FURRING RIP 2X10 TO 8-T/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REMEN`rS g�R�E 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT# 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE S VfMG: LEFT PAGE: DETAILS 160 MPH EV. C ARCHrrECT-- MAR 0 9 2021 MICHAEL C. ANDERSON AR NO T7305 eMLJN'L- 03 05 21 DATE: SCALE:1/4"=1'-0" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LES MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED 1' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WRB LAYER'2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (IINSTALLE:D PER GAP MIN. LATH SHALL NOT BE CONTINUOUS 6 a' 6 TO e N THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' 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 O"M" TYPE CONTROL JOINT O1. FOLP INWARD • PT. A OL FOLD INWARD • PT. A 2. CREASE • PT. 5 3. CREASE • PT. C ® ®FOLD ■ Yl NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHINGLE ROOFINGS—� DRIP EDGE: OVERLAP 3', EXTEND 1/2' MI-OLU SHEATFIBJG• MECHANICALLY FASTEN 4' OZ. MAX O1. FOLD INWARD • PT. A 2. CREASE • Pr. 5 Fo. O4 I. FOLD INWARD • Pr. A 2. CREASE • PT. 5 3. C4111EASE • Pr. C 4. FOLD Pr. C OVER Pt- 5 TILL 110 TOUCHES BOTTOM FLANGE ® \/ BOTTOM FLd1P1GE WATER TICaHT SEAL FOLD, QQ HCM CUT. J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/1. 2 COAT CEMENT PLASTER(CMU) / WRB LAYER 02, FORTIFIBER / BUILDING PAPER (FRAM ONLY) / WRB LAYER "I, STUCCO WRAP (FRA -m ONLY; LAP LAYERS OF BUILDING WRAP OVER NAIL WG FLANGE, STOP WR5 IK'A50VE SHINGLES (IiF.al'1E ONLY) FRAI'E: OR CMU EXTERIOR crrsmui i ar�ccn 5x5 WALL FLASHING ..QQo r KICK -our FLASHMt5 (SEE DETAIL) FASCIA WRAP NOR€ INSTALL KICKOIIT FLASHING AT BOTTOM OF ROOF A WALL INTERSECTIONS NO APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF b' s VERTICAL LAPS (ROLL ENDS) E W • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN. LAP v METAL LATH LATH VERTICAL LAP TO BE I' NNN I METAL LATH / 01, STUCCO LAYER STUCCO WRAP 6" MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORT FIBER BUILDING PAPER � / I SCALE: 1 1/2' • l'-O' ® KIC KO UT DETAIL WATER T1044t SEAL (BEND OR SOLDER DO NOT CUT) J VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD: NOTE: - SIDE LAPS OF METAL OR OR 1/I6' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063_ NOTE: THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIMBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR l/1il ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6' MIN. LAP h' LAP c LATH 3" LAP ® PAPER 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 l/Uo' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER 401, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP Will E TAPE OVER ROOF/WALL SCREED z 511X5" "L" TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHINCs SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 "L" FLASHING N.T-5. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER ¢` APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING .STEP 01 INSTALL FASTENERS STRAPS, STAPL REQUIRED TO PIPE/ WIRE TO FI SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES P SELF -ADHERING MEMBRANE SHING (COMPATIBLE W/ HOUSE IP MATERIAL) OVER 4'x4' F-ADHERING MEMBRANE SHINS OVER APPROVED ISE WRAP. SHING TO EXTEND ONTO PIPE AND OVERLAP ONE SIDE OF .STEP 02 FLASS-µNG RING MEMBRANE WRB LAYER h, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4N4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO E)Crr=Nr> ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEMAID AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) N TRAT I 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. TAIL (RXIE) Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE PLANE (WR5 L)41�ER #1, BTl�CCO IdUR)4P� WfR5 LAVER 1*2 (FORTIFIBER —.......... 5UILDING PAPER) METAL LATH X X X X STUCCO WOOD OR i/16II ZIP WALL SHEATHING; 6ELF-ADHE51VE FLASHING — — — — — — NOTE: 1„IETAL LATH: LATH TO 8E PER SECTION R-IO3.-1.1 / A5T1„I C-847-14a, MIN_ 2.5 L85. PER SCE. 1T ARD (JTILIT7I OR NP1" 1INfAL LATH DOES NOT MEET SPECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 StMDIV LOT: CREEKSIDE PRASE 2 LOT #127 PROJECT* 04321.201 127R1 MODEL. 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR R g 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 03/05/21 SCALE: 1/4"= V — 0" SHEET AI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP VENT -INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1 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, Am CAULKING a JOINT ALL AROUND 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 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WRS LATER #1, STUCCO WRAP) WRB LATER #2 (FORTFIBER — - — - — - — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELI=-ADHESIVE 1=LA5HING — — — — — NOTE: METAL LATH: LATH TO SE PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER 5Q. 'rARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) RYE R BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION SEALANT g 8' CMU -- TOP 4 SIDES (BLOCK) F_ / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. HK1=H I V lcMLC M I Y>= STUCCO SCRATCH GOAT 4 1 GOAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION O EL C TRIC AL PENETRA CUT OPENING IN APPROVED HOUSEWRAP FOR 5OX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING AF'PROVED HOUSEWRAP BELOW ELEC. METER FIELD VERIFY LOCATION GUT SUCH THAT NO MEMERANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY To FACE EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM At cti Bill 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT CONDUIT TIO N APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5TF #1 1/16' ZIP SHEATHING SYSTEM ONSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 7/S' TEXTURED ��FINISP a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a In D.G. MAX Yam TO J4' MID -WALL WEEP SCREED ZQ �J �6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY B HORIZONTAL WEEP SCREED FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 5TEF '*2 - Reviewed for code compliance Universal E Srira ce � WRB LAYER MI, STUCCO WRAP APPLY 6o MIN SELF -ADHERING GRADE 'D' FELt MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP k WRB LAYER 02, FORTIFIBER BUILDING PAPER S3 5T E F # ELECTRICAL RECEPTACLE ELASTCMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV & LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT* 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON L AR NO T7305 J DATE 03/05/21 SCALE: 1/4"=1'-0" SHEET A2 LEGEND DRAINAGE I"LANE (WRB LATER #11 STUCCO WRAI=) WRB LA1rER #2 (FORTIF15ER ...... - - SUILDINC PA1=ER) METAL LATH x x x x WOOD OR -1/16" Z1i= WALL 5HEATHING SELF-ADHESIVE FLASHING - - - - - 2 1 /2 " 14B)CORNER BEAD CORNER BEAD (FASTENER 4 SPACING 6 1" O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (�D BLOCK Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 StMDIV. & LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT# 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFECT STATE OF FLORIDA MAR G g 2( MMAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 05 21 SCALE: 1/4"=1'-0" 1 SHEET I y _ 2x6 SUB -BAND : W/1 "x4" NOTCH g i END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE %\ y -1/8" TEXTURED I FINISH 6 WOOD 2X& SUB BAND-1= 1/2" TEXTURED FINISH a CMU 1 METAL FASCIA � O WRAP Ya" FROM f=� STUCCO, 1 FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED \� \\ FOR CLARITY \ ROOF DECK (BEYOND) N, �\ 1 \ DRIP EDGE, 1 OFF WALL NOT INTO STUCCO) �\ I 1-1/8" TEXTURED FINISH 6 `�\\\ WOOD, 1/2" TEXTURED FINISH s CMU 2x6 SUB -BAND W/I"x4" NOTCH w END, WRAPPED IN PEEL 4 STICK � L VATiCN AN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL - l/8' TEXTURED FINISH s WOOD, 1/2' TEXTURED FINISH o CMU METAL LATH .WOOD SHEATHING OR CMU WRB LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIP15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m' SCABBED TO TRUSS W/12d NAILS (o'-8" O.C. MAX. 2x SUS -BAND W4Y"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL OP WALL SUB BAND DETAIL C WALL W/KICK-OUT FRAME OR CMU 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 W/lY"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -s ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Ea Universal Engineenng Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y." ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT# 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE STfMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHfFECT: STATE OF FLORIDA MAR � 2021 WCHAEL C. AN RSON AR NO 17305 J PRINT 3 0521 DATE: 0/ / SCALE:1/4" V-0" SHEET WA6 38 8 26'-8" 121_011 T-10" 13'_4" 9'-6" 101-81, 4 EXTEND SLAB 1 1/2" 3 — — — — FM-12X18 FMA: X12 1.1 1 Co 4" CONC. 1.1 N SLAB N 01 _ _ w X - O O J w a -3 112 � m W • I F-24X24 �, w 2._6" 641 T-2" o FM-12X18 1' 1.1 GL I OTO0.0 P OF 1" PVC CHAE E SLAB I o - N FOR ELEC.lei — ISLAK D n I ao 1 I II N LL ao 19'-0" 19'-0" q ao nI �9 - °�° v 4 PVCEXTEND CHASE :' SLV 1112" TE-1 — ' 5 1/2" 4" CONC I ' ' SLAB e. I I Oz I: 5 O 2'_4" 1.1 4' I O a 17'-8' 2;_8;, SLAB . LEI I 31611 �Co x IN �r N Iw w I~ 1 O EXTEND — 2 SILAB 1 1/2" FM-12X18 1.1 x o 00, ---� x r 4" CONC I N o w SLAB I� 0 3 1/2" 2 II� i II " J FMCkFMC-12X18 — — — — *71/2" 4n1!j � 1 1.1 1 FM-12X18 1'1 L FM-12X18 J -11 _ MT FIiF12X12 o aI ILA 2'_8„ 16.0„ 2'-0" 4.4" 2,_0" 1 2,_6;, 8 6; 19'4'" 8'-4" 11.-0 $,_8;; FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUND TION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF F INISHED SLAB SHALL BE+-0'-0".' 3.'COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE . 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES., TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDe ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE12" 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. 11.0INDICATES #5 BAR, MINDICATES #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 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICE IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36" , AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN ONE REINFORCING BAR SHALL BE: A) IN ALL ALL INTERSECTIONS B) CHANGES IN ELEVATION C EACH SI DE OF ALL OPENINGS D ALL CORNERS 15. STRUC7 URAL DESIGN S IN ACCORDANCE I WITH TMS 402/602 16, BUILDING CODE REQUIREM NTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE I III ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, A3TM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O(C M X. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTI. RE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RES DENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1 4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER PROVIDE CORNER BARS, FOOTING SCHEDULE SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 181. (2)#5's (+)0-0" FMC-12x18 12" CONTINUOUS 181, (2)#5s *5INCURB VARIES F-24x24 24" 24" 12" (2) #5 s (2) #5 s (_)0 "_4" FM-12xl2 12" CONTINUOUS 12" (2)#5's (-)0-4" TE-1 8" 1 SEE PLAN 8" (1) #5's Reviewed for Code Compliance Universal Engineering 91 Sciences SECURE STRAP T❑ Al, SIMPS❑N WB C❑NC. W/ UNIT ROLL STRAP OR (2) EQUAL @ EACH TAP-C TAP -CONS CORNER OF UNIT C❑NC. SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 H WY A1A, SUITE 30' INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 RAW v anal I a 4 I ,a �1 P F `1 kid t`Sj C Iry» � k 3 i c a w i r, 0 1. �9 so k, SUBDIV. & L��" ` CREEKSIDE PHASE 2: LOT ` #127 PROJECT# 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT„ PAGE: z( FOUNDATION PLAN l 160 MPH EXP. C ARCI•° R EC:T: STATE OF FLORIDA MAR ICHAEL C. ANDERSON AR NO 17305 DATE 03/05/21 SCALE:1/4 90=11-011 SHEET S 1 Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 } SPACING REQUIREMENTS m W UOD _ IL Ct J rf Z 8" CMU WALL TOP OF SLAB e SEE SLAB SCHEDULE EXT. PORCH SLAB A ° - -4" CHAMFER (1-STORY) W/ 1/2 ISOLATION ° 6" CHAMFER (2-STORY) 0 .° JOINT (WHERE 0 • APPLICABLE) Z ° SEE SCHEDULE FOR WxD, BAR SIZE 04 AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING 0 �n BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" 0/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN INGLE SCALE`. 3/4"=V-0" 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4' TAPCONS SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN''' PROVIDE BLOCKyai ` 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 $TOP OF SLAB 4° 4 oSEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE, 3/4"=V-0" (NO LIFT) z t'' i (STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND O SPACING REQUIREMENTS m U W va p 8" CMU WALL o _ Z b u r VARIES /SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE •' • SEE SCHEDULE APPLICABLE) z a. FOR WxD, BAR SIZE AND BAR QUANTITY Cq 2 EXTERIOR MONO -FOOTING GARAGE SCALE:3/4"=1'-0" oa rn 0a J J Q _� CO < m 2 C~7 v Z W J O M NEW REINF. BAR. SECURED W/ 2- PART EPDXY. MIN, EMBED 8", LINO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. �4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) ADDING BAR TO 6 -MONOLITHIQ FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o} Q H mco U_ V J m d p � 8°'CMU W o Z M — t _ TOP OF .lA .°' .a ° SEE SLAB SCHEDULE Z g _ "ISOLATED COLUMN PAD °• CENTERED UNDER WALL AND 00 • . POURED MONOLITHICALLY WITH --.— FOUNDATION AND SLAB $EE SCH ULE • • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P SCA :3/4'7W 30" MIN. EACH WAY FOOTING y P P TOvT '> L •' V. v P P. � -p I FM FM r .I CORNER BARS, SAME SIZE AS LARGER BAR o >I IN FOUNDATION WITH 30" LEG EACH $ " WAY AT ALL CHANGES IN DIRECTIONS —P !�I SO THATTHE STEELREINF. IS CONTINUOUS s.pl I MATCH AMOUNT OF CONTINUOUS BARS v ' p P R. LL CONTINUOUS STEEL MONOLITHIC p FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3. PROVIDE 2 BARS), LIND MONOLITHIC FOUNDATION /1/'\P♦\JrP `J A I AP TOP PLATE A MIN OF 48" — A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM: LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT LATE 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 +-0 Ox3„ TOP OF SLAB ° SCALE: 3/4"=l'-0" — VERIFY HEIGHT OF WALL W/ PLAN — PROVIDE BLO NG YPLATE TO SLAB W/ DGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC U) Lu Ir SEE SLAB SCHEDULE V n ° A. ° EQ. EQ. SEE SCH ULE FOR WXD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=l'-0" (W/ U P L % POURED LINTEL CONT. (TYP.) ;LAB 8" CMU FILLED CELL (TYP.) A6 .o'; 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO ' GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO I � BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" RB FOR SONRY ITS SET ELEV: )" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"-0/C BTM, LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 3/4"=l'-0" 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 w UPLIFT IS PRESENT. w_ O SEE SLAB SCHEDULE d OF SLAB —d-� ° . ,d EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY $ INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-9" (N O UPLIFT) Reviewed for Code Compliance Ea Universal Engineenna Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdeslgngroup com AA It: 0003325 „•a M SUBDrl. & CREEKSIDE PHASE 2 LOT #127 PROJECT# 04321.201 127 G ��DEL• 4EAB "1672—ARIA" GARAGE SWING - LEFT PAGE: I DETAILS 160 MPH EXP. °d:;, , mm ARCHITECT- STATE OF FLORIDA MAR 0 5 2021 INXC AEL C. ANDERSON AR NO 17305 EIRINT r`,Eo / 05/21 SCAXAE: 1/411-1,—C" SHEET S1° 1t a u DOWEL PLAN SCALE1/4" = V-0" -- Reviewed for Code Compliance universal Engineering UR Sciences 2194 H WY A1A, SUITJ30i INDIAN HARBOUR BFLORIDA 3293PH: 321-802-35www.abdesigngrou AA #: 0003325 Ike t6l r a 0 SXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT# 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA j MAR 0 g 2021 WCHAEL C. ANDERSON AR NO 17305 PRINT 03 05 21 DATE- / / SCALE: 1/4"=1' - 0" sxEE++T EE� ► 1. 2 .a TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. G e e s a: 'a. .d .� N .A 41. a .. a .o A fl a J a . Q p CLEAN OUT REQUIRED `4 FOR INSPECTION Q m ' W ..° V IY ;=10 co 0'-0" FIN. FLR. . e "'44 ° '<d YIE. VERTICAL REBAR a ' a $ • a_ < TO HORIZONTAL e a . REBAR W110' HOOK • a vA . a a a Z_ W 0 r) U HORIZONTALNERTICAL SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" m w U 00 J O Zo 0 M a a EXT. PORCH SLAB d a a s W/ 1i2" ISOLATION ' JOINT (WHERE i APPLICABLE) Z 6" PVC CHASE r THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL \-"SEE SLAB SCHEDULE ---4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) MATCH STEEL REINFORCEMENT PER SCHEDULE SCHEDULE JXD BAR SIZE AR QUANTITY" l TOPTOP OF�S0 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE THRU FOOTI SCALE: T+_0.0 4 TOP OF SLAB a a a �lY d < a ...ea Z LlJ a d < (+).O 9' A! e'dd i 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE NG #5 BARS ■ ;10 11-01, 41 T I CMU UNIT DIMENSIONS ARE NOMINAL SIZES • MASONRY SYMBOLS 3 SCALE, 3/4"=l'-0" Reviewed for Code Compliance Universal Engineering Sciences El 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & IXVTt CREEKSIDEA PHASE�6 2 LOT #127 .E20JECT#i 04321.201/127R1 1$0DEL: � >a 4EAB Ilior`Jo ADTA00 Fi kARAGE SWING: i 6 �! LEFT s Xv DETAILS hI w,, 00 )V T`ll EXP. C a r REM 9 a F" MAR 09 2021 P41CHAEL C. ANDERSON AR NO 17305 DATE: 03 05 21 SCALE: 1/4; =1'-0" I 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 mmommommi �OT77 SuBDIV. CREEKSIDE PHASE 2 LOT #12 ]PROJECT# 04321.201/127RI MOT)EL. 4EAB "1672-ARIA GARAGE SWING. LEFT PAGE: LIFT BEAM PLAN AND NOTES 1 C '0 MPH EXP. '.1 3 �mkmfflmjffilmm Ad-11CHHE STA. �- OF FLORIDA,, MAR 09 2021 MICHAEL C. ANDERSOa� AR NO 'U,030si PRINT DATE: 03/05/21 SCALE: 1/4"=1'-0" SHEET S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" � 1#5 " 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING CE STEEL HEIGHT. �j� QREINFORCING E� H PICTEEREIN. STRUCTURE A DOUBLE I ARCONTINUOUS AROUND BOND EBE MAY SPECIFIED SO THEN THE TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16^ (o iq a #5 A QyX / 5 SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/30" LAP FOR EACH REINFORCING FOR THE BOTTOM BONDBEAM IS TO BE CONTINUOUS THROUGH HE 1#5 COURSE OF BOND BEAM TOP OF THE LINTEL � 6 UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP v VERTICAL REBAR W/ 10" HOOK / / PAS �� 8x16 ELBOND TOP OF Z Q�G BEANW/ (1) #5 BAR •� BOND BEAM OCR Q EACH COURSE N, G 8x8 BOND BEAM OP OF F = FILLED W/'GROUT W/ (1) #5 BAR _ BON BEAM TOP U = UNFILLED GROUT SOLID FROM A 30" TYPICAL OF OPENING �XO LINTEL TO TOP OF BOND- NOMINAL # OF #5'S, IN 2ND BOND v WIDTH BEAM COURSE BEAM, IF FILLED LINTEL. #5 BAR IN BOND SEAM SEE NOTE 5 NOMINAL—��1 6_ 1 T/ 1 / 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #S BAR (L2) �+ LENGTH OF BAR = WIDTH OF' MASONRY QQ� HEIGHT # OF #5'S, TOP OPENING-2" a BEAM DESIGNATION BOND BEAM COURSE OR 2 I CORNER ('� IT IS THIS ENGINEER'S INTENT SCALE: 3/4'=V-0' ' REINFORCING OF BOND BEAM - .THAT XFXX 1T/1M/0B INDICATES A DOUBLE BOND BEAM #OF#5S, BOTTOM 8x8 PRE -CAST CONCRETE Y AND XFXX - 1TIOM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER j . SCALE 3/4"=1'-0" T I5 THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF O ENING �' AND XUXX - 1TIOM/06 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PREC T HEADER(MIN) DBL. BOND BEAM 2x4 (M N 2 X 3) 1-3116 . AT HIGHER ELEVATION ( TAPCO OR DRIVE PIN MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE .3 0 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 1/4") 8" FROM EACH END AND EMBEDMENT MIN 1-1/4" f #5 BAR BENT ASSHOWN a 2x6 (MIN 2 X 3) 2-3/16 TAPCON O DRIVE PIN (MIN SHANK .13 1/:h' Z A 5 MIN HEAD SIZE 300 I 1 WIN OWT n. Q MIN Ely BEDMENT 1 1/4") 8" / SILL Z FROM I -ACH END AND 18" L ry 70„ Z 6 - SLOPE O.C. MAX. MIN 1-1/4" v EMBEDMENT o .-.., 2x8 (MIN2X3)2-3/16 - OPEN FACE SHELL SO TAPCC N OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT a BAR TO BE PLACED IN SIZE . 00 MIN EMBEDMENT 1 2X4 SOLID BLOCKING � UPPER AND LOWER 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ I #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA. END' z,1 BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK //7/16" OSB SHEATHING -�GMU WALL TYPICAL MASONRY WINDOW k CORNER BARS AT CORNER STEP SILL CONSTRUCTION 5 ARCHWAYIIFRAMING DETAIL ^ SCALE: 3/4"=V-0" i Reviewed tv. t', L, y III Clt Universal En9sfl4 1,:, sciences. PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. i REINF. BAR CONTINUES f THROUGH LINTEL tit > SINGLE #5 CORNER BAR 30x30 TURNED UP &' STEEL REINF. OF OR TURNED DOWN INTO 5 Q�� I I FILLED CELL BOND. BEAM II 8x8 CMU PIER PROVIDE #5 BAR i W/ SINGLE OR DOUBLE REINF: BAR(S), AT EACH SIDE s I SEE PLAN, STEEL REINF. OF OF ELEVATION / ENSURE THAT PIER GROUTS BENEATH BOND BEAM CHANGE - LINTEL CHANGE IN I` ELEVATION OF BOND BEAM' s INGLE LINTEL MULTf''IPLE OPENINGS � I,I I _I 2194 H WY A1A, SUITE 301 INDIAN HARBOURLBEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 0 s jta x k 6N M n CREESIDE PHASE 2 LOT #12'7 ROJECT# 04321.201 127R1 :MODEL: 4EAB "1672— ARIA" GARAGE SWING: LEFT I DETAILS 160 MP1I T")ae ARCHITECT: 3 a A.TE OF FLORIDA .-v MAR 0 9 2021 ICHAEL. C. ANDERSON R NO 17305 DATE: 03/05/21 SCALE: 1 /4"-1' — Q" SI-KEET S2e�. "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 WN 81ilb-ITIOMB 01T/OB 1T/OB 1T/OB -1T/OB TYPE LENGTH S/8 PLAIN 8/8 SOLID TYPE LENGTH �1T 8/16.1T BillNA-IT 8/28-1T &W-1T 86-2T 6/16-rr &w-2T el24-2T 6n8-2T 6/32zr 818-1e 16-1T11 lT/1B 1T/1B &1T/1B 2-lT/1B V-60 PRECAST 1436 952 3114 4217 5321 8426 7531 3'-0" PRECAST 689 1024 3'-W PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 V-T PRECAST 514 1 763 4'-0" PRECAST 1363 3oe0 3815 4570 5325 am 1363 3060 3816 4570 5325 8079 1961 6113 7192 1 8524 7627 8761 Vl PRECAST 819 533 1770 24M 3033 3BB6 4300 V-60 PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 1625 6T43 7547 6752 6541 7565 5'-4" PRECAST 931 1247 1999 2560 3123 3686 4249 6-40 PRECAST 411 411 5'-4" PRECAST 1018 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 1319 4480 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1631 2090 1 2549 3009 3470 5'-10" PRECAST 340 339 SAW PRECAST 909 1499 1971 2443 2915 3387 929 2080 2593 3107 3820 4133 1161 3693 5877 6036 6548 5776 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 PRECAST 410 721 ell PRECAST 835 1201 1678 1955 2332 2709 835 18N8 2329 2790 3251 3712 1139 3227 4598 7054 10000 8825 T-W PRECAST 570 938 2498 2205 2698 3191 3 Tom" PRECAST 303 534 T-V PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 938 2498 3408 4864 7067 6472 91-4" PRECAST 428 633 1693 2204 2481 2818 2621 9'�" PRECAST 192 384 g'�" PRECAST `54 586 767 948 1129 1310 572 1318 1643 1959 2164 2519 639 1674 2 998 3081 4099 4899 101-W PRECAST 388 487 1247 1787 1904 2183 2028 101-W PRECAST 151 301 10'-6" PRECAST 488 612 755 899 1042 504 604 1180 1472 1763 1710 1989 989 550 1407 1897 2781 3222 3784 1114" PRECAST 330 544 1312 1742 2252 2866 3830 PRECAST 132 417 1111 PRECAST 430 406 530 653 777 872 466 1042 1372 1643 1470 1710 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" FRECAST 111 370 12'-0" PRECAST 476 587 B98 783 440 40 940 40 1300 1580 1314 1476 507 1210 1596 2048 2586 3771 IT-4w PRECAST 270 433 1045 1365 1732 2157 2635 13'-4" PRECAST 82 298 13'-4" PRECAST 3 7393 484 575 645 398 780 1057 1312 1071 1203 414 1045 1365 1732 2316 2805 14'-0" PRECAST 254 388 978 1272 16M 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 am 378 717 961 1192 975 1133 390 978 1272 IBM1950 2389 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'l <pRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 W6 626 746 865 246 663 980 1237 1474 1715 456 1079 1429 1824 2277 2712 15'�" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 484 574 684 793 230 616 908 1134 1353 1572 412 1014 1340 1703 2118 2513 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 17'4" PRESTRESSED 187 326 365 451 587 880 192 506 720 501 1135 1312 300 868 1121 1413 1739 2047 PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'A" PRESTRESSED 162 266 348 430 513 50 186 429 823 803 950 1098 235 736 959 1200 1467 1716 PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 373 537 890 a418 943 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22"-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 155 550 784 992 1203 1381 -0 24'" PRESTRESSED N.R. NR NR NR NR NR NR 24,-0" PRESTRESSED N.R. 91 -0 24'" PRESTRESSED 124 174 245 418 124 319 465 81 581 87 687 793 129 450 654 824 1014 1147 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal En ineenng Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup. co m AA #: 0003325 SXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT* 04321.201 127R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH MR C ARCHITECT MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 rMUN-1, DATE: 03 05 21 SCALE: 1/4"=1'-0"' SHEET S t e 2 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 I LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON'H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. L 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 I 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 I APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDERIACCTUATED FASTENER, ZF 72 P8S36, .177" D 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 Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING L, II 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 F CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS. WITHIN END JACK THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS iN THE FIELD ARE WHERE APPLICABLE 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: %1 DISS] TRUSS MANUFACTURER /ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT 1N EXCESS OF 2;500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) '< 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / 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 W/2X6 BOTTOM CHORD 2x4 SCAB 1' TRUSS BO CHORD W/l NAILS FOR CHORD CC BOTTI 2X4 BLOCK! G BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON co to NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO ✓j U U BRACETOP OF WALL. CA o CJ3 I � CJ5 1A I 1 Od TRUSSES W/2X4 BOTTOM CHORD DIAGONAL $RACING/B OTTO M CHORD BRACING CHORD BRACING @ END 1'i er ' KID& TRUSSES W/2X4 GIRDER/TRUSS TRUSSES W/2X4 BOTTOM CHORD W/2X6 BOTTOM BOTTOM CHORD CHORD DIAGONAL 2x4 SCAB NAILED TO. IAGONAL DI ACING/BOTTOM TRUSS BOTTOM GHOR BRACING/BOTTOM CHORD BRACING -W/MIN (4) 1.Od NAILS CHORD BRACING FOR EACH CHORD CONNECTION - B DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONNECTOR 5(HEOULE CONTMI .1.. DS/i]/2020 Week USE SIMPSON vI Teo USE SMVSON DES. UPLIFI 6RAVRT DES. UPLIFI I GRAVITY FASTENER 1"HIEFFR MIA 16-18 1625 METAle14. 1 IRM IBM %11/2 1-PLC(Z) IW 2 PLY fMBE04- (8)10d x 11/) 1.PLY,ROlGd2PLY,fMPFD4- (2HTA161. Z430 (2)META RE I. 12)lOtl ]1/)1PLY,EMBE06 (lIj 1.1 1 1112 l-PLY, EMBED ETA 16 18]0 HETA-11 late 110)led X 11/2 (8)IM 2-PLR EMBED (9) led K 11/11PLV I BI IH 2-PLY EMlle4 "TA De 18/U META-. 1810 (301led l]/2 (8) FEEL 2-PLY EMBED (9) led x 11/2I PLY 18) 16d2PLY, EMBEDd (2)HTA-20 24A III META 20 Be Il p2j Red X 11/2 ! PLY EMBEDb JED) led X 1112.1 PLY, EMBED V 15.. (101 HM2PLY EMBEDY' ITZ) 16a2PLY EMBf04' LUGT2 161 LGT2 19. Eal5)1/4 3 W¢tl8 9a X.A , x0 1COD(16)1W 121-1/6 21/4TREN,WLGD(l61Etl LUGT.3 IBM LGT35M25 14W. 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(101Otl xll/2" MUGTO TIGHT 394E 95Z5 V[:f (21V6'i' 9940 2F85 (1{5/A"p Tft INHIGHSTRENGFHEPDXY(MIN.IPEMBEDy141IDdTOP/(6)MdFACE/112)IOd MCKGFTRMS (ZI5/8-A IR.IN XI6HSTREN6TX EP0%Y (MIN. 12"EMBED!, (8j 1pl (1)5/0'AT.R IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) SM 1/dl3 (2)S/A'AiT. R.IN HIGH STRYN( FEPO%Y(MIN. 12"LMBEDI.WrIDERIPBR M1W 12 965 MTSID R(HI 'IOU 10d x1112",(14)1. OR, IF. XI111 HTW 16 1355 IFT1 IN .10 1 11111 I,,, X 1112 (11)Red (IF)IM I11/2' XTw 20 ii59 M220 1310 (2,j'Oa x l In FeR R. (24) Led x I VY' j. NEW z4 135s HrS24 1310 R4110a x1 t/Z (20)]W (Z4)IOtl x 1112" tSTA12.. 93D 61a,lz.e 9 0011N (11l n0aPUSLSTA De 12a5 LSTAaak I"D U4 iM Psl lotl MSTA-IBr. 1310 iMEI A-1 1315 0411M (14)]Otl M BTAa4w 1A. MSTA"Nr FARM (151W 081 led P`p MSTA-EMIT BOAS MSTA-Re- 2050 (22)1M 122)lOc M11A.36xH PORI MS A.36fe 2"5" ZE)led UIL I( KSf1236 2765 MSTH6 38W 1361 led X11/2 136I RW X11/2 PRIORS SIRS. MSi'.-09 - 30]U axv1 168130 / x da Me.121 L LRAN 980 IF FOSS (168d F11{I"(1661) P1ATFTSTUDS(91 BE OSTUDS (5) SPIN 8]5 114 825 (A) 10a TO S1 GOS LEI led TO PLATE 1 CTO (61.1 d 1/2 TO STUDS MP34 5251N 11@HURRY Aid A30 (dI Ild 1 l/2" TO BEAM,(4) BE x 1 TIC TO POST(48dx11/2 TO HSAM, 14)80x11,2 TP PLLST. HHCP2 GEM NEFI SYLII I(M.)1W x11/2 TO TAU1S, nO1/IM X I LB'TO1A11 Ri]fiA MU6T15&PXD4A MUCUS&PIMA ppUdq AM. tM]0 TIES 415. 2535 24S5 6]]5 LAID, 04 XF VGT&HDU4 YET &XDJtl ABU442 ABU6AL 1010 -TIM n940 23W 21. ]250 1A205. 191Otl x11/3 TO TRUSS, (8110tl X11/8'TOPlAT1 II fl110tl TO TRUSS,(Me WEB WOOD SUM,WETUPXNW/5/8IHIFADED ROD 12810d TO TRUS5,(10)WS3 WOOD SCREWS TO POST W/ 31V THREADED ROD (11i/ft" AT R. IN XIGH ST RENOTH EPDXY(MIN./," EMBED) IN CONC.,(121 O R TO WOOD IFFY/8"A.T.RINHIGH STRENGTH EMS%Y,IMU. T',MBE OF INCONC.:,(12)]6tl iO WOW llal Otl%l]/" LTG) IRS 1/4'3"10 WOOD, (10)SM2/4112 1/2W/TG4ARFMFOD12)NMS/WASHEN/2PLY (16SD5114.0 TO 77OD(33OR STUD BOLTSW/THREADED PoD(2) NUT5/WASXEA/2PLY (1)ORATR. INHIGH STRENGTH FOXY, (MIN ]'EMBf D.)IN[i)PIC,(]2)]Ed TOWOOO 115/SA.IR-IN XIGXSTRENGTH EPO%V�(MIN]fMRkOJ,INCWC.Ii2)16d TOWCVO I UMS Hf 1Z05 LT11YfM ]31O 111E/d"AT.R:IN HWH STRENGTH FPO%V, IMIN.£'EMBEDIIN CQYG,(BRIMTOWOOD Ill3/4- A MR. IN HIGH STRENGTH EPDXY,(MIN.]"EMBED.f IN CONC, (8)161 TO WOW L1 ti200w 110R 1TT20B..rt 1'W 111E/4'ATR INHICHSTAENGTX EPo%Y(MIN J'MB FD !NCO NC,I IO)IW x l l/Z TO WOOD Ill/2'AiR INFIGHSINENGTXfPDXY IMINJ EMBED) IN ClJNC,(]0)IOtl TOWO (m gp45 41. FIR 441S (115/0"ATRINHIGFSTRENGTHEPDXY(MIN]" CMBEDIINCONC,FJBF6dX21/2" (1) 5/e AT R IN FIGH STRENGTH EPDXY(MIN.] EMBED) NCONG,(26116d X21/2 H745 SONY "I IF. IFJS/8" AIII IN HIGH STRENGJ H DECOR (M IN 2' �MELDI IN CONC,(26) 36d%21/2 (215/9 AIR IN HIGH STRENGI IT EPDXY (MIN I FM8EDI1NCONC.,(2611Gd K21/2' UPHO]]+ ]4391 IFGOF1-SDS 25. 11X10 11)1"A TR INHIGXSTRENG1X fFO%Y,!MIN.IOPEMBfD11NCONG,(26f W53 WLV05C11FW5 (1) 1' ATR. IN HIGH SI LENGTH EPDXY, INTO T O EMBED) NCONC., D BUS05Mx 2W WOOD EWS 1105A BIBS MDER MBHA 35fi/]1Z5 E.TO.]0I0 3475 ( 5/e"A.B.IN HIGH SFRENGiH FWXY, MIN]" MBED)INWNC(16)WS3WOODSCREWS OD718 AB. INM1IGH STRENGTH EPO%Y,(MIN.]' EMB1G)INCCNC;(3I3/4'5TUDB0LTST0 D NfM35%12U 25B0. 7130 SEEM (F1//8'AB.INHIMINE' kM8ED&Me OTH ILHSSTT EMBE FROMTCT]/851V"M DM !TWO. (l)S/Z'"IAOLiW MIN6'EMBF06 NOi USSTH N4 FROM WfOf EONC VJ/3/P'DV[IiW RAMSET/REDX1All A DVNA tlOLT SLEEVE ANCHOR Olt E(1W/MNS FM1+9fDIN5fALLFDIN FACE-(]4)1M AT101$I EPDXY AIR .IN5'EM3EDMENSUBLIME EPDXY, ,U,WEJ(IRIIWTOENDEDEBENTj INCMU TOP. (1)3/4"AT EPO%,IM N.6 Zi fM'aEDMENIf INCM.V. FACE (lP)11k1 iOBEFM IN XIGHST(f fl'I6TM XV541211' Bell 2110(1CU% NEW6tl 1311 NEW HUSC412 1'A'ORD) 311, 2635 (]CO%I (10) 16d TO HEADER, NOR TVW000 10116tl TO HEADER, (lOj 1Ud TOWWO 32201125% HIN101FICMM I950 1080 EUC410 (CV- 1111 4500 11811/4 3' WS55CREW5pOj1WT0 WOOD. USP Q013/16'' TAPPER,DORIWT0W0 OD (1811/4xb3/4.. iITEN (9 PER FWN6E Tb CMU,(10pW i0WQ^k HD210-21F(CMUI 1950 S. Xe, ICMU 1800 45UU (1811/4 3 W53XREW5, (I010]i0 WOOD. USP 20)3/I6""TAPPEF,(10)]W TO WO D (11)1/4"X2-314"FILTER (9 PER FIANGEITOCMO(1011WTOWWD : XD21021F(CMU) 2/Y5 5015 HUC2103 (CMU) - 1. 45W (181 ]/T 9'W53.SCREWS, 110)]9i i0 µg00. USP (20)3p6"TAPPERgp011M TO WObD (10)1/4x2d/4"TITEN I9 PER F(ANGOT0CMU.(10TTUd TOW00D LGUNODP 21 L5 fiM5 W11.262 ]111 1395 (4)3/8'%4'WetlgbBOlTr AnaFoIs, WOW(dI WSj W00D5CREW5 14I3/814TITEN HDANCHORS(2 PER FIANGEITO CMU(41 F%X21/2SWSCREJJSTOWWD M 1A N V� CJ5 CJ3 CJ1 Ln :o U C:1 U u i EJ7- I 'III I �II WII 'II II `P II II II II II PI II II II WII I I WII II WII fi If II II II II ATTACH LOG 2x SCAB I@6"O.CC. III I I 1C I II a[ r A = n u u u u l I 11 3.1 u L0001I GT (II 11: II A EN II) II I I II -1 CJ1 CJ3 I CJ5 1A I I L \3 I PREFABRICATED TRUSSES O M O.C. a W AlAAkr _ I I ^ l I HI { a � r 1` II A2 22�x54'� ATTIC I A3 -- _I ACCESS I L-_ _ ----- ---- A5---- 9 A6 �b / b N V4 GT 1 W ___ 64 tll II II II II W >II _ II II II II II II I� 1A 17 �7� m IE II II If II II II �p II Is I II II 1' -EJ7 II II I =1 k�r �4 ^� C1GE W c� �N LL FRAMING PLAN SCALE: 1/4" - 1'-0" NkTm mil W [`�-1 1A F' iF Reviewed for Code Compliance Universal En9l�nn4 Sciences 2194 H WY ALA, SUITE 301 f INDIAN HARBOUR BEACH, FLORIDA 32937 I PH: 321802-3591 www.abdesigngroup.com AA #: 0003325 W w 1 (d ryryry J T1� J . CREEKSIDE k PHASE 2 LOT #127 PROJECT# 04321e 201 127R1 MODEL,: F 4EAB "1672-ARIA„ LEFT Y FRAMING L160PLAN MPH EXP. C AR HfTECT� 8Tk'; -' -0F FLORIDA MAR 0 9 2021 ICHAEL G.. MDES 03/'05/21 hs-m]MIMT 1/`fE9-1E_On S 3 I ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING. SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 1" NAILS TO TRUSS PLYWOOD SHEATHING. SEE "ROOF/WALL/FLOOR (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x4", HTSM20 W/10 10d TO (12) 16d x 1 1" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 1' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 1 Od NAILS. 2 ROWS, 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO 1 (16) 10d x 3 4' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH .' ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ IOd NAILS; 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR FACES O10d (WALL ADDITIONAL PLY MAX. TO BLOCK W/ OTE TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SIDS TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. ' <' x 21" TO GIRDER CONT POURED LINTEL 2x SECURED W! (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W! 10d TRUSSES @ 24" O/C, 1x2. 2x WOOD FASCIA (2) 1' x 5" TITEN HD TO CMU AND (18) SIDS-1" x GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH It AND APPROVAL GALV. COMMON NAILS. (2)1' x 5"TITEN HD TO CMU AND (18) SIDS x 3" 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER & 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE I 1 b I SCALE 3/4"=V-0" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c SCALE:3l4"=,'-0" GIRDER CONNECTORS) SCALE:3l4"=1'-0" (2) 2X4 Nc.2 SYP DIAG. — 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4" TO 30'-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE PLATE 6'-O" MAX (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ / 12" "X" OR 10'-0" MAX W/2X4 ( ) (2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" L W/ JL v FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC 1x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" vJ U PLAN FOR LOCATION F77_BTM. STIFFBACK (AS PER O.C. MAX o 7) o > MAY NOT BE REQUIRED TRUSS ENG ) CONT. 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ CHORD OF 1 U-0" O.C. MAX. ON WOOD ROOF TRUSSES SEE SCHEDULE FOR r. BOND BEAM REQ. �• .4 mommOM Reviewed for Code LuCompliance Umvemal Engineenng 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER .� Sciences MAX.. OR 2x4 BTM. CHORD BRACING END TYPE CONDITION. IF 1 U-0" O/C MAXSECURED W/ (2) 1Dd DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP- BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 7 SCALE: 3!4"=1'-0" PRE-ENG'D TRUSS SCALE 3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4*D o OLE EDGE>5/S" USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING 2/5"D SGL STUD OUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN O A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEWSTRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED. CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND iz ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT. F1. AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. HOLE DIAMETER <3/5*D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS SCALE 3/4"=1'-0" "=1'-O" SCALE: 1 1/2 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sxmDIV. & LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT* 04321.201 127R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHFECT STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO V305 PRINT DATE: 03 05 21 SCALE: 1 /4"=1'— 0" SHEET S3oIA r PRE-ENG GABL E TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLAI E TOIIBLK W1 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIG STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC M SECURE GABLE TO 2 8 P.7i. % u PLATE W/ 12d's 8" O.C. MAX ® PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX 0 FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED `LINTEL COURSE CONT, 2x4 SEQ-URED W/{2)10d's @EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG f' AQI C TDI ICC inl (`NAI I %A/AI I SGALL: 3/4-=1'-U" I. Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH; 321-802-8591 Lwww.abdesigngroup.com #: 003325 1rI LY .ter a �a1 OREEKSIDE PHASE 2 LOT #127 g PROJECT# 04321.201 127R1 ODEL• -LAB vCci"1672—ARIA" ,RAGE S WlNG: : LEFT PAGE: DETAILS ". dl i, it EXP Oeap ARCHM-CT IS MAR 6 9 2021 � NICH EL CAND/EgR80M ww, 11 [7'3/05/21 DATE: SCALE: 1/4"=1'-10" SHEET S3.1�� (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 3U-0" (1) "X" BRACE 30'-1" TO 6U-0 (3) X' BRACE (1) X' BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, PLYWOOD SHEATHING. SEE - "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2.. 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3) 16d GALV. COMMON NAILS 1X2 SECURED W/ 10d GALV. COMMON NAILS 12" O!C MASONRY BOND BEAM SEE SCHEDULE i - 2x6 OUTLOOKER @ 24" O.0 SECURED W/ SIMPSON H10A QW111JeL:i_wo PRE-ENG GABLE TRUSS — STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) j CONNECTION PER TRUSS MFG, ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2X4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN d SCALE: 3/4"=1'-0" SIDE VIEW 2 VTCR SPACING (1) AT EA A nnn c'ro-� PRE-ENGINEER�� VALLEY TRUSS CONNECTION SCALE: N_T.S. G9Reviewed t, Compli Universal En, Science In 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #127 PROJECT# 04321.201 127R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 0 9 202 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 05 21 SCALE: 1 /4"= f — 0" SHEET 3 e 1 1 i 'a '� "A GENERAL NOTES:. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". GABLE -ENb STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND W�• -.,-.. ARCHITECTURAL, ' MECHANICAL; ELECTRICAL; PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER Wi NON -BEARING WOOD :f 3E 2N 3R 31:, 2N 3E a ARCHITECTURAL (DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN P ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4" . ALL WOOD FOR BEAMS, ON STRUCTURAL DRAW NGS-APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020 7th EDITION --- ACI 318-14, BUILDING CODE REQUIREMENTS - PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE ALL SLABS -ON -GROUND WHERE INDICATE ON CRIPPLERS, SILLS, ETC. ELASTICITY = I O FOR STRUCTURAL CONCRETE TMS 40EMB 16IUSI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. TREATED. PRESSURE TREATED. PI V O o s V COLD -FORMED STEEL STRUCTURAL MEMBERS.2016 ASCE7-16 AND RISC SPECIFICATIONS 0 SHALL BE RATED TO RE O 0, V V ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAN O V O O V SHALL BE C NSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATE O EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST. W/DOT SHALL BE HOT L O O V EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK lI CONTAINS MORE THAN'. ® 0 0 V ALL DIMENIE IONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE. O DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER F 2E O 2R O 2E TO THE ATT NTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE. SEPARATION, OR OTHER NON STRUCTURAL ITEMS PA�-% OF THE WO K ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKP A" s "A" "a' • ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY REQUIRED BUT ARE BY OTHERS:, SYP #2 O THE STRUC URE iIS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ® O O i' V IS COMPLE E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHA O V 0 O A SEQUENCE TO I SURE SAFETY OF THE BUILDING AND ITS COMPONENTS N WELDED WIRE MESH: AT BEARING LOCATION; 0 V O O � WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, DURING ERY BRACING, TEMPORAR�! BRACING, GUYS OR TIE -DOWNS WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WIT THE SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS�HALL WOOD TRUSSES O V O O 0 O THE CONTR ii S CTO HALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP BE SUPPORTED NTH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND F STRESS -GRADE AND a n V ® O O O REQUIREM NTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSI ® O 0 O O ® O DO NOTE LED AWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR. REINFORCING: STEEL: CONNECTOR PLATES SF V 97 O O `P V TO WORK P RFO MED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM 615 MEETING THE REQUIREP O O V 2R O O 2R V GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE O 011 DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATI NS. DESIGN, FABRICATE, AN ® O0 2R 0 O O O V CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL 2R O O V AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND REC O O O O O O ROOF: LIVE LOAD FLOOR: LIVE LOAD. 40 psf REVIEW. WOOD TRUSSES. O O OO 20 psf TOP CHORD. -non -concurrent TYP, MIN LAPS SHALL BE AS FOLLOWS #4 BAR - 25" #6 BAR - 36" '.. v O O O O O 0 0 0 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" 1 TRUSS MANUFACTURER O PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS. LOCATIONS WITH GUSSI V ® 0OO V ® DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIG " V V V'' 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SH, 3 V V 119 17 V V V [Q 2E V V V V V-s V C/IL 3 g (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 10 psf BTM CHORD 5 psf BTM CHORD kkk DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SL HIP ROOF ,F'- ,F BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO ROOF WIND DESIGN PRESSURES WIND: DEApLOADSPEED 160MPH3 SECOND STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUT. NET (GROSS) ASCE 7-16 (ASCE 7 16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS' STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, TEAS LAYOUT, SPANS & ALL T ''. STORAGE: 10psf, ATTIC WITH LIMITED ZONE 1 = 53.00 PSF 63.00) ZONE 3 = 60.90 PSF 70.90 - ( ( LIVE LOAD : UNINHABITABLE ATTIC WITHOUT UNINHABITABLE DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTUR - - PSF (80.40) ZONE 3e - q) ZONE 2e = (93. 0) STORAGE: AND DECK Opsf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) [ 40ps,�f;GUARDS AND HANDRAILS: 200 GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEEF 70.40 = 83.80PSF ZONE`2n = 70.40 PSF (80.40) ZONE 3f, = 83:80 PSF (93:80) psf, '., PROVIDE ENGINEERED; ZONE 2r = 70.40 PSF (80.40) - VEHICLE GARAGES: 50psf; ROOMS OTHER THAN SLEEPING. ROOM:: 40psf, SLEEPING ROOMS: 30psf,. STAIRS: MASONIRY• PLAN SHOWING COMPOI "A'= 4'-0" END ZONE DISTANCE 40psf IL. LICENSED PROFESSION; BASIC WIND SPEED:. 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAP RISK CATAGORY II DRAWINGSSTRUCTURES WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED B Y CONSTRUCTION SCHEDI APPLICABLE INTERNAL .SHOP OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUE PRESSURE COEFFICIENT: +/- OAS - COMPLIANCE WI H THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, THE TRUSS TO STRUCTI ALL SHOP DRAWINGS T SHALL BE REVIEWED BY THE CONTRACTORS TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRIL .AND CLADDING WIND LC - � p / p p ROOF DIAPHRAGM ROOF/ AL L� FLOOR y DRAW NGS UOITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM ALL TRUSS TO TRUSS C FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL OF REPRODUCIBLE SEPIAS OF STRUCTURAL. DRAWINGS (CON -TRACT DOCUMENTS). ARE PROHIBITED PLACING CONCRETE FOR IN WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH „ - L� /� L� �+ SHEATHING EXP 1(24/16)- on15132' STRUCT-IJRALSHEATHING-EXP 1-------- - -- ----'SHEATHING S H EATH I N WITHOUT THE ENGINEER. IN ALL INSTANCES, THE CONTRACT EXPRESS WRITTEN PERMISSION FROM THE EN A ASTM C 476, AND SHALL PROVIDE R MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING; USE 15132" V DOCUMENT WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" STRUCTURAL SHEATHING EXP T (32/16) .(SEE TABLE FOR FIELD AND p �+�+ FASTE N E SCHEDULE WRITING B THE ARCHITECT. ! COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION GROUT EDGE SPACING) SEE DETAIL R TO CONSOLIDATE ROOF SHEATHING TO GABLE END FRAME USE Sol RING SHANK GUN FOUNDATION/ SITE PREPARATION: "M" "S" NAILS 4" O.C.EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/1N 4' - NAIL REQUIREMENTS TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE . @ FOOTINGS WEREIDESIGNEDFORANALLOWABLE SOIL BEARING PRESSURE OF.2000 psf _.FOOTING.. - D S OUTLI NED UND€R ASTM C 270 HORIZONTAL AND VERTICAL MORTAR JOINTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK I PER INCH) 8d RING SHANK;' PNEUMATIC 2 3/9' 0.1113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1 /2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS) SEE DETAIL ROOF SHEATHING ATTACHE MENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 8d NAILS @ 4 O.C. ON EDGE AND 4 O.C. IN FIELD BUILDING LENGTH CALCULATED PROPORTIONED AND MIXE A - EXCAVATIO qS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A. DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM D-1557. TREATALL CELLS TO BE FILLED.. SOIL FOR RMITE PROTECTION FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTIC L' THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY... U REINFORCING.; - - SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECH ICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BARS NO. (48 BAR DIAMETERS)., U.N.O. - CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN: BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN METSHALL STRUCTURAL STEEL: BE MADE B THEIGEO-TECH. ENGINEER. THE MATERIAL, FABRICATION; AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY NTH THE SPECIFICATIONS FOR THE DESIGN,. FABRICATION AND ERECTION :OFSTRUCTURAL STEEL FOR BUILDIN S, CONCRETE:' 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMOU28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: - A36/A36M, Fy = 36 ksi FOR ANGLES, TES, AND WSHAPES STRUCTURAL TUBING SHALL BE ASTM . A500/A500M, GRADE B, Fy = 46ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR 8, Fy_-; 2,500 PSI REGULAR WEIGHT. FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI RI� GULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. - 3 � ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL z H CONTRACTOF SHALIISUBMIT PROPOSED MIX DESIGNS,. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE -ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS April 21, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, Fl. 34982 (772)462-2172 RE: Permit # D.R. Horton Homes Creekside Lot 127 Response Letter For the above listed project, the plans indicate 7/16" roof sheathing on sheet SNI. This is an error on the plans. The correct callout shall be 19/32" sheathing thickness and the correct reference for wind pressures is ASCE 7-16 reference. Reviewed for Code 93 Compliance Universal Engineering Sciences Should you have any questions, please feel free to contact me.' Sincerely, hk� -� OR - �/lichael �L . Andeisot7_- _F,+9rida Architect #00305 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 _ www.abdesigngroup.com O �_ CONCRETEPACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5+1- PRIOR TO THE ADDITION OF PLASTICIZER.: SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. m CONCRETES ALL CDMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING; ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN " WATER IS ADDED TO'THE MIX UNTIL IT IS DEPOSITED IN. ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN. SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY - NOTE. ROOF SHEATHING THICKNESS WAS ROOF SHEATHING LAYLIU 1 NON COMPLIANCE WITH THE ABOVE. Reviewetl for Code AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING bd Compliance FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS Universal Engineering A. 3° FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)Sciences ', NOTE GABLES -DROP GABLE END & 111 ADD'L DROPPED 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Ud e a tE a aU J zLd z = LU Y U Q CJ = O y zIr m J_ Q • Z z • � J Y W zz LL 2 z U) U z O Co ' , zw 0 uJ se @ z S U rn O' 0 It z 10 CO `VJ It B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER_ TRUSS 2x4 #2 SYP OUTLOOKER RAFTER WI BLOCKING @ 1-1/2" FOR #5 AND SMALLER 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2SYP 2' FOR #6AND LARGER BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C. FOR CONCRETE NOT EXPOSED TO WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 314 F R SLABS WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-112" OR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS C8d RING SHANK GUN NAILS I SHEATHING ATTACHMENT'. • TABLE FOR FIELD SPACING �P. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF G ATulnlr_ .. #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTFIREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ' APPLICATION <. SIZE TYPE SPACING REMARKS .APPLICATION SIZE .TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COILGARAGE all O/C DOOR BUCK 114" DIA TAPCON MASONRY B: O/C 1 1122" EMBED., 4" END DIST, MASONRY l CONG NAIL 1 112" LONG. TO MASONRY/GONG. NO WASHER FASTENER 1 112" EDGE DIST. SGD AL EXT. DOORS CASE HARDENED COIL 9" G/C WINDO FASTENED GARAGE DOOR BUCK 318 DIA. OR DIA EXPANSION BOLTp O/C (3/8" DIA) 4 EMBED.. END DIST, ix PT. SEE NOTE 6 NAIL 1 112" LONG STAGGERED INTO MASONRY/GONG. MASONRY/CONC. TO MASONRY/GONG 2q^ O/C (12" DIA) 24" E 3" EDGE DIST. W WASHER('. WINDOW BUCK CASE HARDENED COIL 9. O/C W1NDOWDOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING Ix PT, SEE 'NOTE 6 NAIL 11/2"LONG. STAGGERED .INTO MASON�Y/CONC MASONRY/GONG REQUIREMENTS EXT. SWING DOOR (2) 3/16 DIA TAPCON 1 V2" EMBE 8" END. NON -BEARING WOO 0 12"° EXPANSION 4" EMBED. 4" END BUCK 2x PT SEE NOTE 8 NO WASHER FASTNER 10" O/C DIRT, 1 V2' DGE DIST. WALL TO CONC. SLAB Wi WASHER BOLT 24"O!C DIST, 3" EDGE DIST 2x PT WINDOW BUCK 0.138° PAF x 2 113" 9" O/C 4" END. DISI�7., 1 112"PT 1 TO STEEL COL„ SEE W1 WASHER STAGGERED EDGE DIST NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS I 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND! OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4.PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OIL EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR. THE BUCKS SHALL 13E THE STRICTER REQUIREMENT OF THE NOA DR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDF OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBER ARE NAILED AND 2x MEMBERS ARE SECURED W1 TAPCONS OR PAF TO THE SUBSTRATE.,- °`" STi7�IF.o:n�. t3c LO°� a; CREEKSIDE PHASE 2 LOT #127ry ('q PROJECT# k 04321.201f 127R1 P a 4EAB 4 M "1672—ARIA" GARAGE SVFING: G LEFT L PAGE: cs )IJ TT �I rig t"i Im" PH 911 ug ARCHITECT k:l STATE OF FLOROA ; r'Nr1KC'VAA'Ez'L Q g `2021 .xE9N TAP 7;l ti3 PRINT 03/05/21 A SCALE: 1/4"—f-0` (Si SHEET ITYP. EXT. SHEATHING ATTACHMENT TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS