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HomeMy WebLinkAboutBuilding Plans0 0 _13 _13 C A- [DRIVE NE, PAL-RVI RAY, F=L 32907 I= (321) 733-7092 Eau f STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: -FLORM BURRING CODE, RESIDENTIAL, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION 7TH EDITION (2020) 401/26/18 CO'S ISSUED ARCHITECTURAL SHEET DESCRIPTION ADJ. ADJUSTABLE M.C. MEDICINE CABINET AIR CONDITIONING LUM. LUMINOUS -ALL LOCAL AND SPATE CODES ALT.. ALTERNATE MFR. MANUFACTURER 0145/16 2011 FEIC UPDATE AMP. AMPERAGE MIN. MINIMUM PG Cl—COVER SHEET DR HORTON BIOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 BD. BOARD M.T. METAL THRESHOLD 0146AS Cp'SRE-ISSUED - CONSTRUCTION TYPE - VB CL CENTERLINE MTD. MOUNTED P G. G- N -- `GENERAL NOTES . " CAB. C4REVET MIL. �bIETAI. P,2/21/B SIDING ELEVATIONS ADDED i 1430" CULVER DRIVE ICE -MIN. INTERIOR FINISH - CLASS B CLG. CEILING N.T.S. NOT TO SCALE 03/16/l8 Cp'SRE ISSUED PG Al —FLOOR PLAN PALM BAY FL 32907 -BASIC WIND SPEED - Vult=160 MPH CLR. CLEAR O.C.ON CENTER CPT, CONCRETE PL PROPERTY LINE P G A2 C —ELEVATION " C Vasd=124 MPH 04/19/1S FOOTING REVISION PER M. 5OWES » » 1'y f� (� CET: CARPET P.B. PUSH BUTTON TEL. (321) /33-7092 -EXPOSURE - C C.T. CERAMIC TILE PH. PHONE 06121AB CD'SRE-ISSUED -1-STORY RESIDENCE D. DRYER PLT. PLATE — Reviewed for Code FAX: (321) 733_-7972' 2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL DBL. DOUBLE PLYWD. PLYWOOD 02n9n9 ADDED GURBLESS TOOTER A7 CsARACsE pETAIL (FORT MTERs) P G El `ELECTRICAL PLAN CmPhance AND STATE CODES DIA. DEAL AMETER'ED PR. T. PRESSURE TREATED 02/22AS PLAN MAINTENANCE PG P 1- PLUMBING PLAN �° versai n eineenn Sciences 9 DIM, DIMENSION R. RISER 5 DISP. DISPOSAL RAD. RADIUS 03/2&B REVISED LINTEL SIZE AT FRONT ENTRY DOOR _ PG M 1— M:E CHANICAL PLAN DP. DEEP R.A.G. RETURN RA (iTURRl1.L DR. POORREF. REFRIGERATOR P G D 1—DETAILS 04/24JI9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL SATSON (MELBA ' . _ STATE OF FLORIDA ' ��aA" * D.S. DOWNSPOUT RM. Roots 04n4n9 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MEL5.) -..� �--_-= _-^ -�.._^��-�-=-`-R. DTL... DETAIL R.O. ROUGH OPENING PG D2—DETAILS PROFESSIONAL ARCHITECT: 1 D.W. DISHWASHER S.C. SOLID CORE EXTDR 06n2as ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/SLIA (ORL) LIVING 1828 rJQ. FT. EA. EACH S.D. SMOKE. DETECTOR MICHAEL C. ANDERSON GARAGE 430 SQ. FT. ELEV. ELEVATION S.H. SINGLEIUNG 06ains ADDED LED LIGHTS +ICITCNEN t BATH PERMARK50WEs PG WA1 —WALL ASSEMBLY DETAILS EQ..: EQUAL SHT. SHEET PG WA2--WALL ASSEMBLY DETAILS ENTRY I6 SQ. FT. EQ. EXHAUST SHT. SHEATHING 01/19/19 ADDED STONE OPTION ELEVATION C t D (TAMPA) LANAI a8 SQ. FT. FXT. EXTERIOR SIM. SHOWER PG WA3---WALL ASSEMBLY DETAILS AR N O . 17305 09/Il/19 ELEVATION Ys SIDING-AppEp LOUVER + GAME ROOF � F.G./FX. FIXED GLASS SLM. SIMILAR TOTAL 2362 SQ. FT. E.G. FUEL GAS SL. SLIDING 10/25AS ADDED OPT. W-O' CEILING HEIGHTS USED FIN. FINISH SL. GL. SLIDING GLASS PG t 1A3 — N O T V SEj D A.B. DESIGN GROUP, �tLLC PER. FLOOR STD. STANDA D 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS iJ 2194 llff 1 Al A, SUITE 301 A/C VOLUME 15-120.c3 CU. FT. FLUOR. FLUORESCENT sws SHEAR ALi /� USED INDIAN HARBOUR BEACH FL 32937 FR.DR. FRENCH DOOR SECTION 04/01/20 REVISE EWAVENT RADON PLAN DIMENSIONS PG WA5 —NOT lJ SED ' FIG. FOOTINGAUGE THK THICK TEMP TEMPER DGLASS GAUGE GA. 04/09/20 OFT. 6-0' CLG.HGT.- ADDED LED LIGHT IN FOYER PG WA6-WALL ASSEMBLY DETAILS Tel: (321) 802-3591 GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF C JRB 04/09/20 OPT &-0' CLG HST ELEVATION 'G'- REVISED HEIGHT OF ARCHWAY 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 SEEN GENERATED FOR UNCLEAR ASPECTS OF THE ."UNSTRUCTION BASED ON THE DRAWING SET. G.F.L. GROUND -FAULT CIRCUIT T.O.P. TOP OF .INTERRUPTERS T.O.S. TOP OF S GL GLASS TYP. TYPICAL GYP. BD.. GYPSUM BOARD U.N.O. UNLESS H.B , HOSE BIB OTHVAPOR H C HOLLOW CORE V.P. VAPOR P HDR. HEADER W. WASHER HOT. HEIGHT W/ .WITH. ININSULATION WD. WOAD INT. OR HT INTERIOR wOw. wwDo ATE, AB OTED OOF 05/06/20 ADDED ELEVATIONS V E 'M' (oRU : STRUCTURAL SHEET.. DESCRIPTION 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) PG S1 FOUNDATION /' P G S 1. 1 A— DETAILS P G S 1. 2 — D OWE L PLAN PLAN 0V0I12I 2020 FBC UPDATE W,H WATER I ATER W.I. WROUGHT IRON - PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A--DETAILS PG S2.2A--SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1 C—DETAILS PG SN1 DETAILS -- ----- - -- -- --- _ !-- - -- _- 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngroupxom AA #: 0003325, 00 s.� i; r 0 0 CREEKSIDE PHASE 2 LO #87. PROJECT# _ 04321.200 /087R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA -MAR 22. 2021 C A.NDERSON ��P I �a O 17305 CL. .€r sue:. PRI`F 03 10 wl O DATE: / !' V SCALE: 1/4"-1 _0„ W SHEET J CI GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT) 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, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL 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 LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2 3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ' 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1 THE 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINEN CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALLAPPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 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 2. M APRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING AS PER SECTION R30T OPENINGS FROM G LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 M,M) SHEET STEEL 1" MIN RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FORESiPRODUCTS ASSOCIATION . I NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUI HERN PINE INSPECTION BUREAU: I Sl ANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I NATIONAL DF`;IGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA THE ENGINEERED WOOD ASSOCIATION I ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FI OW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR` FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK.. WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787 3. LATH & ACCESORIES PER ASTNI-C-106.3-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS. WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. Reviewed for Code Compliance FIRE RESISTANT CONSTRUCTION universal Engineering UNDER STAIR PROTECTION 93 Sciences 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 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 AR DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH; FLORIDA 32937 PH: 321-802-3�91 www. abdesigngroki p,com AA #: 0003325''. �,��uvb�`�.e°'n.W""i'E.i*�l5 w. lL v^e.f"M1"•w-5+'�Y vas U13DIV. 8c LOT: CREEKSIDE PHASE 2 LOT #8 PROJECT# 04321.200/087R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: M. GENERAL NOTES 160 MPH EXP. C now-,, 1 ARCHFECT� STATE OF FLORIDA 71 MAR E 2'-2021 MICHAEL C. ANDERSON R NO T7305 PRINT DATE/ 03 18 21 , SCALE: 1/4"=1'- O" SHEET CONTROL DATE: 12/10/20 (RM) I GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER I FLOOD AIR MEAN SNOW SPEED,, TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TERMITE DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL LOAD (MPH) EFFEGTSk GATAGORYr pEPtH" TEMP'OUIRED" INDEX' TEMP? NA 160 C NA NEGLIGA5LE I NA VERY HEAVY 42 NA SEE SURvEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R3029.1 THROUGH FBC R302.%4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 II'-0' 9'-8" 3'_4- 15'-1011 ©(zGGRESS H ❑(2) 3052-SH n o _ C LIVING LANAI ROOM 8'-a' CLG. e -a cL& (30 oD 6068 SyD. BEDROOM #1- 810 C1.G DINING 2xs E = ROOM ' " I � - S -0 4 -8 AID S 4 - 4, C. - V—� v •y' I c.--- — — — — — — --- BATH #1 v. b36 W.I.C. e I •8 a-9 CLG. I� ---- -- 7 36 PAN .�� V. IC. — OPTJ W/ ENCL L, J x I III" -- ---- -SH lR-1SH SINK b24 .0 2 -8 11 3°-0° sb36 — — -@ I N LAUNDRY $I BCC Al z.e "--- IR-ISH _� it o V-V CLFa 5'-S" 6'-0' 2'-4' u J 6' 8" m B N 71 b36 RANGE PAN. 8'-15' CLG � I _0 � -- � �, 3-SH BEDROOM #4 / LL____� ,� ARCH V I I - c0 v e v N LD DEN W, - c. _ � va lC.? F m u >' I I m OC I a 7 _I 0' , jaw 4- 3 4 I 3 6 v 21S -0 n RLU tiO� B I I e L ❑ Al II F] ❑ rR a �'�����II i i � BEB BOOM #3 3 \T' ry o -- 3 _S WH. O ' -1 0 II ® WC. o OND 22 TTI I ATTIC I � 11 v L ACCESS JII B LAV. v BOLLARD ql I AI uI> AS REQ. �o I I I .y- BATH #2 Al PER BLDG. I CLG. CODE i4 e GA Aug 0 L� V. 2FOR L u W- MA t'4,E 306s w I BEDROOM #2 36'X12' Ire, TRANS. 5 1/2 3 5 5 1/2" ARCH m',v �I (2)3052-5H ❑� EGRESS C 0 2 8' 16'_0" 21-5)1 31-10" , 10'-2" 21'-411 4 -4" 14r_0" 39 -S m ' N 69 Reviewed for Code Compliance Universal Engineenng Sciences FLOOR PLAN EXTERIOR MASONRY WALL BRS. HEIGHTS 8'-8' BRCS. II'-4' BRCS. SCALE: 1/4' = 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 BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS; SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE: HOME IS SHUTTERED- - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-'13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY 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 BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS u��®m SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1825 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ, FT. A/G VOLUME 15120.9 CU. FT. w AND CLADDNG MILD LOADS BASIC MILD EWOSIFE FOR 3 SECOND GUSTS OPEOW AND TYPE SGUAFE FOOTAGE ZONE 160 WH WIND M 34/-45 MIN. WINDOW 10 5 CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA S.GD. MIN. 41 5 31/-39 1 CRITERIA 8010 O.H.D. 56 5 29.1/-313 12'xI2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" 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. CONTROL DATE OVOV21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. Z Q e (L (K 0 O e DIM. VARIES 2 r U DTL. k)i LE: I/2 = 1'-0' DEL. TOP PLATE 0 m R AR DETAIL A ALE: 1/2'=1'-0' 2194 HWY A_tA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 3293T r PH¢ 321-802-3591 "�, LWW w. a bd esigngrou pcom AA #: 0003325 x: SUBDIV. 8a LOT: CREEKSI'DE PHASE 2 LOT #87 PROJECT# 04321.200 087R1 MODEL: 4EBB "1828—CALI" CL RAGE SWING: LEFT "PAGE: FLOOR PLAN 160 MPH EXP. C ARCHffECT� STATE OF FLORIDA MAR 2 2 A MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03/18/21 SCALE: 1/4"=1'—O" SHEET Al r } 1 --��_�.. EQUAL EQUAL EQUAL i EQUAL . 1 `I/ TO CONTROL JOINT TO CONTROL JOINT TO CONTROL 'JOINT' TO CONTROL JOIN 12 6 — SHINGLE ROUF DECORATIVE �' 'IcaFOAM — DRAIN 4' FREIZE ' -- L TILES A OFT. COACH LIGHT ���� ICI ICI I®I ICI o =ELM FRONT -ELEVATION .. TEXTURED FINIB NOTE:- • PER 0 S'-8 ERG. HGT.h_ 1'-0" 0'-01'FIN. FLR. . OFF RIDGE VENT I�6 0'-0" FIN. FLR. OFF RIDGE VENT I READ ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH ------------------------ ------------- ------------ —$8' 8" BRA NCsT: ■ v r - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT V-S" BRG. NCaT. st r 0'-0" FIN. FLR. —------------------------ N------- — --- RIGHT ELEVATION EILEVATION SCALE: 114 = I'-0' TEXTURED FINISH 10, FIN. FLR_ o6-S" E5RG. "G7. 1'-0" 4B TYF'. II _ I I _ 0'-0' FIN. FLR. e8 e 1 DECO. DTL. A SCALE: 1/2 = 1'-0' Reviewed for Code Compliance Universal Engineering Sciences MODEL1828-CALI-4 E B B AREA OF ATTIC = 2450 SQ. FT. N ET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAI. R OF VENTS REQUIRED = 3.41 TOTAL frOFVENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) I._INEARFEFTOFSOFFITREQUIR 67.20 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3691 www.abdesigngroup.com AA 00003325 SiJBDIV. & LOT: CREEKSIDE PHASE 2 LOT #07 PROJECT# 04321.200 087R1 MonEI.: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C ommn ARCHfTECT STATE OF FLORIDA MAR 2 2`,2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 1,8 21 SCAT :1/4"- 1'-O" SHEET A2 C e ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET I10V OUTLET 1/2 OF OUTLET WIRED TO SWITCH -_. GFI 110V OUTLET EQUir-- D PAWL IKTERJ R (TAMRND INTERUPTER !TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT —1� GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER y4 SWITCH 4-WAY OPER ' WALL MOUNTED \J LIGHT CEILING LIGHT © LED CLG LIGHT ©vp LED VAPOR I PROOF LIGHT al r ry'VIO v VAPOR PROOF LIGHT ... .0 •F r O RECESSED CAN VENT. FAN I GFM PER Sd FT. VENT. PAN W/LIGI-IT I CFM PER SGL FT. t VANITYLIGHT FIXTURE FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT IC-44 LIGHT WRAP AROUND AROUND (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-BULB WRAP ARol1ND (SURFACE MINT.) 2' FLUORESCENT 4' FLUORESCENT i! 4' TRACK LIGHT A' _+ PANEL F .w� _17 %; K�Al METER sMSMOKE DETECTOR oe TT. BAC ulBA/ HARDWIREK-UP SD. WALL MOUNTED SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR BATT. BACK-UP W/ ® S/CO CARBON MONOXIDE SMOKE DETECTOR C21150 HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' PROM WALL PENDANT LIGHT H> L� NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER MIT ON SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210Y UNO. AHLL ON DISCONNECT SEE TV TELEVISION JACK CEILING. BOX R£GBURED 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 �.Q 24' INCANDESCENT LIGHT STRIP ono INCANDESCENT LIGHT STRIP nnnnnnnn 0 48' INCANDESCENT LIGHT STRIP FLOOD LICsFIT oPr. SECURITY K KEYPAD P.B. PusH-BUTTON FOR CHIMES U55 FORT - LOCATION OF TV JACKS it PHONE OUTLETS t FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBC.R 1TH EDITION (2020) t NEC 21OJ2 201 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. 0 GFI a ISLAND (NOT ON KITCHEN CIRCUIT) 0 DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL " BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 C rM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FHCR 1TH EDITION (2020). ' LAUNDRY' RDOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS , WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). - ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF T14E FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE EM P5Z_ ENERGY CONSERVATION (RESIDENTIAL ENER'3Y EFFICIENCY) 2020, 1th EDITION R404.1 LANAI' CEILING LIVING ROOM PRE -WIRED MTD. LIGHT GTO 5r= LG FAN INSTALLED, BDRM.#1 ~ F'RE-WIRED / PROVIDE \ CLG FAN OR L GFI / I OFT. PA PRE -WIRED \ CLG FAN \ 1 DINING \ 1 ' -- - Ln ROOM I 5 C I -6' — "SWITCH IN \ - CABINET i BATH #11 j GFI L - L GFI 1/ ❑ / W.I.C. l OPT. - J 1 W SINK - OUTLET / -- --- _--- -J n r---.- :LAWN. Fc-xF DW KITCHEN / _ - RANGE / „ O. ❑ BDR EN#4/ l-`_]-�• T - - (IIl g NI / tu rL !i HOOD WIRE W/ OUTLET FOR V I FUTURE 1 11CRO S�Q I S O ❑ PRE -WIRED �/ r ( CLG FAN F 'lug /�--- BDRM.#3 I- — / PRE WIRE _ _ GFI GFI — / CLG FAN (WH� 44'AFF. 44'AFF. PB. FOR �; f / GARAGE -_ BOLLARD � / DOOR GFIo o �� GOND; j AS REQ.� PER BLDG. L % Zia CODE "' LT WALL MOUNTED— // 1 01 1 BATH #2 LIGHT W/SWITCH IN / 1 S/COI ATTIC GFI / \', L CLG. \\ S ., METERFIELD 4 OUTLET -KEYLESS VERIFY (L FIXTURE F� 14 — \\ BDRM•#2 LOC. IRRIGATION OUTLET 48' APE. ❑ cl EIuTRY GARAGE — F'RE-WIRED Cl G FAN M \ FOR 1 CHIMES i — — — — COACH LIGHT ELECTRICAL PLAN SCALE: 114' = V-0' WP Panel MAIN - A PANEL: r+; u;vrp crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 100 Amp M.C.13 FEEDER 3-41 CuTHV0 I Iit:iit11 t''" OR 3-#2/0ALTHWN&1-#6CU(G)In11/2"C. Wire Pile Bki Description .Wafts circuil Circuit Watts Description Bkr Pole. Wire' #t2 1 Extenor Receptacle GFlfor TUG I )P 1 2 Space #12 0 Irrigation Pumlr 1nrp.) 4 Space 6 5304 AIC C.U.-1 35 2 08 _ Space a PANEL - A PANEL: 11' (it. breaker VOLTAGE: 120 i 240 V -1 PI MAIN: 150 Amp M.L.O. FEEDER 3-41CuTHV0IP% I #((t uiiau111i;"•C OR 3-92/0ALTHWN'&1-#6Cu(G)in11/2"C. Wire Pole Bk, Description Watts Circuit Circuit Watts Description. Bkr Pole Wire #12 1 1 N, '!- ("� ..V _ �' 'l , I'. If. 1, P Small Appliance Micro++a•.+e. r I loorl GFI Small A 7 liance I P Refigerator -. .-_ _. I^'a I R 1 fd) I / 'u 0 ')u t i 0 1 ' - __`9 _ 1 F. 15 1' 19 _ 21 - �- % 2 4 --° -. 10 8000 Range 50 2 #6 #12 #12 4500 --1200� Water Heater 25 2 #10 #12 1 _ I _ I I I I 1 - 1 _#12 Dining Room _._ Lights y and Receptacles p AFr I_ Disposal GFI 20 1 #12 #12 -_ _ Bath #2 GFI Receptacles Foyer/Hall Re-1 #2 & #3! Bath #2 Lights AF II Li\nng Room. I anai. Lights AFCI _ _ i t nt Kitchen a1 Pantry Lights & Rcpts AFt'I SD & C/O 1+r I. _ '12 1100 Dishvresher GFI 20 1 #12 #14 14 5000 Dryer GFI 30 2 #10 _ #14 914 #14 #12 , 16 18 �0 1Fo0 1000 VVasher GFI Garage Door Opener GFI 20 1 #12 20 1 #12 Laundry / Ber1 #4 / Derr AFCI Space —- - - Space Space 22 1200 -- Garage Lights and Receptacles GFI 20 1 #12 24 2F 23 900 . 900 900 Bedroom#1 AFCI 15 1 1 #14 Bathroom #1 AFCI Exterior Lights and Recept GFI 15 1 #14 15 i #14 T #tP Space -- Space's Space Space - ---- Space _ A/C AHU-1 (Heater 5 KVA at 65°!° 5525 ! i i -!_ - 41 30 _ - 34 _-6 1000 Imgation controls only 20 1 #12 _ Space Space Space 38 _-40 - _ - Space Space 42 Space - I oaI sH fP(.t to demand factor calculations I line 27600 Load subject to demand factor calculations / line Demand Factor Calculations ABBREVIATIONS: AFCI! ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER MoraI loa-1 it l rt N.. remald factor-L—L,anr cost if ifiOU atls at 10 . ... _ R maoiing aft; at 1S)_ _ _ I lal R+f, : load I, n0 0 1 .1,10 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD 1 "'aI'.'°"" 1 (-',.I alit Total Amps rivalls i ,_4u + Its( General Lighting & Receptacle Load Total A/C Sduare Feet 1 _General Lts &Rec 3 W ! Sq. Ft. a Ili -Hats 1 at (55WILi ht at 100% Total Lateral -Lights 8 Rec fWatts) 5 Reviewed for Code Complia ._t, Universal Efq iweenrw Sciences 1General Lts. & _Rec Panel A ° I I e I I m °L ° LED LIGHTING P DOUBLE LAV. BATH 01 150,AMP ELECTRICAL R15ER NOT TO SCALE.---- ---- ------- GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REOUIREMENTS. B. ALL CONDUCTORS SHALL 5E TYPE THHNrtNWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS. SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH T14E ELECTRIC COMPANY PRIOR TO. BID. Ckts# watts/ckt Total watts 91 6171 5549 I I L I LED LIGHTING SINGLE LAV. BATH 02 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THUN + 1% CU N 2' CONDUIT OR 2/0 AL. SER (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER N I PHASE NEMA 3R ENCLOSURE PANEL E15OA/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 '!4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5I8" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. abdesigngrotip.com L AA #: 0003325 1111� SUBIMV & LOT: PHASE 2 LOT #87 °PROJECT# 04321.200 087R1 MODEL: 4EBB "1828-CALI" GARAGE SVII LEFT PAGE: R;« ELECTRICAL PLAN t,t 160 MPH EXP. C v' ARCHrrECT- STATE OF FLORIDA n F� MAR 2 2` 2021 MICHAEL C. ANDERSON AR NO 17305 PRI1gT DATE: 03 18 21 SCALE: 1/4"- f — 0" SHEET E1 n 3 -2 3 -V I;I KITCHEN Reviewed tom« SINK W/ Compi uE AUTO VENT Univereai E 1- 1/2' VTR Sciences I (ALTERNATE LEFT) PLUMBING RISER DIAGRAM n D SIN ;HT) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937' PH: 321-802-3691 www.abdesigngrodp.com AA #: 0003325 s ST: [CREEKSIDE HASE 2LOT #87JECT# f 04321.200 087R1 UODEL: 4EBB "1828-CALI" 4,4ARAGE SWING, r LEFT U PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON A9qRNO 17,105 PR234T 18 DATE 03 21 / / SCALE: 1 /4"-1' — 0' PLUMBING PLAN SCALE: 114 c 1'-0' SHEET pI LL- 9' 12x12 12x12 LIVING ROOM LANAI BDRM #1 DINING lmx6 �, lmx(o ROOM i 12m CFM i 1mx& ImX6 8X4 120 GPM 120 CPM o �� 45,CFI�fdi�•�i� BATH # 1 cl�l 8X4 45 C,FM 5' U ax4 W.I. C. F ` ,1 45 CFM i Ioxro 120 CFM --- .--- -- - _ CFM 8X4 ',45 KITCHEN CFM 1mX6 15 CFM7��,, - R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-m EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 ILTIE3DIi. 8e L T- CREEKSIDE PHASE 2 LOT #87 k PROJECT# 04321.200 087R1 DdODEL: 4EBB "1828-CALI" GARAGE 4.9W12-T - LEFT PACE: MECHANICIAL PLAN 51 160 MPH UP. C; m PERN FLR PLA 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ I0d MASONRY NAIL w 32' O.G. MAX 0'-0. PIN. FLR 2X4 TOP PLATE ISS 2X4 WOOD STUDS 024' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG: PLUMBING: FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON- B RG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRU85 :]/ MTL. DRIP EDGE 2x FASCIA PER Yf= TYP- ELEVATIONS o. VENTED SOFFIT 5/8' GYPSUM 511 OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 3/8' 1/2' DRYWALL TOP CHANNEL(25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL 0DWER MAD METAL STUDS 24' O.G. THICK, z coat S' crw see 20 GA METAL TO BE PORTLAND PLASSTERR P�ILIL CEMENT srRuctuRAL FOR INSTALLED IN WALLS 3 5/8 OR DIRECTLY TO REINFORCEMENT RECEIVING UPPER/ 5 3/8, MASONRY A6 P.T. PTO FILL LOWER CABINETS BOTTOM 5" DIA. SLEEVE, "" CELL AS PER AND TUB/SHOWER 25 CHANNEL (25 GA.) DO NOT CUT PRODUCT APPROVAL REQ. GA. METAL TO BE SECURED REBAR CAULK AND SEAL SEALANT 4 INSTALLED IN ALL EIACKER ROD OTHER WALLS. STUDS TO GONG PIPE TO BE SPACED 16' FLOOR W/ 3/4' PAF d BOND BEAM DO NOT CUT GAS LW ;• rvc eLEeve roe c 48 MM� ID NCa ALLSTRIP NMANUR) O.G. AT 2ND FLOOR TO WOOD _ _ SOL ID GROUT - THE BOND °' �" _ — rE� ERAGKErs CALWALLS DOOR ADJACENT TO TRACK STAIR WELLS AND FLOOR W/ W/ (I)- S BEAM _— in, MD. TENEDOOD FWOOD 7V BATHROOM WALLS W/ I/4 WOOD (2) COURSE - -- - REBARS SASr /"� IA" �TO�R PRODUCT GALV. STEEL— OVER4EAD DOOR TILE FINISH SCREW -- -- APPROVAL IEOL VERTICAL TRACK I' MIN. BY OTHERS BASEBOARD 13YWOOD FA SLIDE FASTTENEENE D to ROOM TRAGIC Ers W/ P PRODUCT - --. APPROVAL REa 1-STORY `--FINISH FLOOR TYP. INT. WALL METAL STUDS 1A1 (NON-BRG.) n 1) SCALE: 1/2' = I' -O" �SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 7J PER ELEVATION 1/2' THICK, 2 COAT PORTLAND—v CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 0-0" FIN. FLR / '�---R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS s 24' O.G. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — H 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 2AIPIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.1.3 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE -STORY HIP BLOCK WALL INSTALLATION OF ROOF A MENT IN ACCORDANCE SCALE: 3/4' = I' -0' UNDERL Y WITH FBCR 305.1.1.1 OF THE FBCR 2020 -1TH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4863 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING T4"CKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR,L 2B GAS LINE THRU BLOCK 21 BGALE, 1/2'-I'-0' ----- -2X4 5PF 24' O.G. SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGHTS —1 PER STRUCTURAL DETAILS S PRE-ENG WD. TRUSS AX � I - PER ELEVATION \-GONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/5' GYPSUM BOARD OR 1/2' --- HIGH STRENGTH CLG. BOARD W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS m 24' O.G. 1/2' GYP. WL. BD. --- WOOD BASE ----------- GARAGE DOOR JAMBS SCALE: 1 1/2 " = l' - 0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE g 2x FASCIA PER ax. 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 hReWmed for Code 91 Compliance Univers<x? Frimeenng Sciences ::MU 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -t-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1603.5.1. n TYP. WALL SECTION �� NO OPENING: NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF Di SCALE: 3/4'=I'-m' — UNDERLAYMENT IN ACCORDANCE f WITH FBCR 905.1.1.1 OF THE FBCR 2020 7TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4863 TYPE III OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C320 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 512, 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 #: 0003325 J SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #87 PROJECT# 04321.200 087R1 MODEL: 4EBB "1828-CALI" GARAGE SW ING: LEF PAGE: DETA (SHINGLE) 160 MPH ARCHITECT: STATE OF FLORIDA -' MAR 2 22021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 18 21 SCALE: 1/4"=V-0 SHEET 1101 TOP- 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8• J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X B' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUT 0 �Ljj SECURE 2x4 ON_ FLAT TO ELK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/0' WASHER 4 NUT. (U WITHIN 8. OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. n o I NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT D SCALE: Ia'•I'-®• 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" r, ,,WINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O-C. MAX SPACING. 2)(6: CEO SECURE TO BLOCK W/(2) 3/19p' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. a1 8• CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1 2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN B' of EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 8• CMU 1/2' DRYWALL I•X4' P.T. NAILER Q 1/16' OS.B. X 4' MIN. i DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X(P: ME SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C_ MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK `r 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4•) WITHIN 8' OF VACH END 4 IS' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. e' CMU ❑ 1/2' DRYWALL 1•X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" ru1WINDOW TO BT.00K +3" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. 14EAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU 1/2' DRYWALL ❑ I'X4' P_7_ NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/40) DOOR JAMB TO BLOCK +3" F WiNDOW TO BLOCK +3" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X6: CIM SECURE TO BLOCK W/(2) 1/4' TAPGONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACINGz 2X8: CEMI SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN e' OF EACH END 4 18' O.G. MAX SPACING. - 8' GMU 1/2' DRYWALL I'X4' P.T. NAILER 7/I6' OSP,. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16 (—,'�VYINDOW TO BLOCK _+3 7 16" Reviewed for Code Compliance Universal Engmeenng 91 Sciences 2X4: IRI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C_ MAX SPACING. 2X8: CVnC SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE- STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/1Fi' TAPCON MIN_ 1-1/4' EMBEDMENT INTO BLOCK. lyl - e• GMU 1/2' DRYWALL X4 P.T, NAILER I' PT. X 4' MIN_ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" Ii WINDOW TO BLOCK +3 3/4„ • DOOR FRAMING CMU DRYWALL IX FURRING RIP 2XIO TO 8-T/8•W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK jr-,,�VREQUIREMENTS it Krs. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 "sysDIV. 8e LOT: CRE°-1KSID`j PHASE 2 LOT #87 PROJECT* 04321.200 087R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 03 18 21 SCALE: 1 /4"=1' — 0" SHEET D 2 I z NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Yb' LEG MAY BE USED TO TEl SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • 1' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT / \ PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED ,I' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16, ZIP SHEATHING SYSTEM c�INSTALLED PER MANUF. S CS.) LATH SHALL NOT To a' BE CONTINUOUS a ro e' b MIN. THROUGH CONTROL nIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL NOTE: \ � / / STRUCTURAL-ISTLL NT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (N0. 18) 0jO415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN O'M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A OI. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Yb' LEG MAY BE USED TO TEl SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • 1' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT / \ PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED ,I' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16, ZIP SHEATHING SYSTEM c�INSTALLED PER MANUF. S CS.) LATH SHALL NOT To a' BE CONTINUOUS a ro e' b MIN. THROUGH CONTROL nIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL NOTE: \ � / / STRUCTURAL-ISTLL NT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (N0. 18) 0jO415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN O'M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A OI. FOLD INWARD • PT. A 2. CREASE • Pr. B 3. CREASE • PT. C ® ®FOLG NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHINGLE ROOFING DRIP EAGE: OVERLAP 3% EXIEtm IR' BELOW SHEATHING• MECHANICALLY FASTEN 4' O.C. MAX OI. FOLD INLUARD • PT. A 2. CREASE • Pr. B FOl ® I. FOLD INWARD • PT. A 2. GREASE • FT. B 3. CREASE 0Fr. G 4- FOLD PT. C OVER FT. IS TILL PT. C TOUCHES BOTTOM FLANGE Borron FLANGE WATER TIGHT SEAL FOLD, 2Q Nat CUT. APPROVED BUILDING: WRAP SHALL BE LAPPED A MINIMUM OF W • VERTICAL LAPS (ROLL ENDS) 4 6• • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHINGS TAPE � / I" MIN. LAP .METAL LATH \ �C X X x—T� I I� LV MIN PAPER LAP BELOW ONLY _� / WRB LAYER 02, FORTIFIBER/ BUILDING PAPER APER LAP SCALE: 1 1/2' - I'-0' (AKIC KO UT DETAIL J' THICK, 3 COAT CEMENT PLASTER (FRAME). V2' 2 COAT CEMENT MASTER (CM) WRB LAYER 02, FORTP15ER BUILDING PAPER(FRQ'M ONLY) !!l���WRS LAYER "I, STUCCO WRAP(FRAME ONLY) / LAP LAYERS, OF BUILDING WFAP OVER NAILING FLANGE, STOP wRB Ix ABOVE 9' ONLY) SHINGLE ( ,N :;:.. FRAME OR CM • EXTERIOR wi 1 areom 81212M lif, • Sx5 WALL FLASHMG a FASCIA WRAP KICK OUT FLASHMG (l �1 DETAIL) g �Y NOTE: NSTALL KIC �FLASHING AT BOTTOM OF ROOF A . WALL NTERSECTIONS - TIGHT SEAL (BEND OR R, DO NOT CUT) LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP 11 MIN LATH LAP, 4"OVER ALL LAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL WOOD STUD° SHEATHING - N NO NOTE: OR 1/16' ZIP SHEATHING SYSTEM SIDE OF METAL (INSTALLED PER MANUF. SPECS.) PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMESERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN °J' (229-MM). AS PER ASTM C1063. NOTE: THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6' I -IN ' LAP $' LAP LAlu 3 '._A- a PAPER FOR REPAIR OF TEARSIN RS HORIZONTAL LATH MAY PATCCHHEDA & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 7/16" ZIP SHEATHING: SYSTEM (INSTALLED PER MOD(TNLUOSAHIG OR CMU WRB LAYER *1, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 GOAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS E TAPE OVER ROOF/WALL SCREED L„ 511X5" "L" TYPE CONTINUOUS GALV. METAL FLASI-ZING (NAIL TO ROOF DECK, NOT WALL SHEATHING:) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER � APPROVED HOUSE WRAP. FLASHINK�LTO EXTEND ONTO PIPE 1' OR LESS PIPE PENETRATION i CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) A5 REQUIRED TO SEGURE PIPE/ WIRE TO FRAMING WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF '('STEP "2 LALSHANHERING MEMBRANE WRB LAYER h, STUCCO WRAP ter' ------ WRB LAYER 42, FORTIFIBER BUILDING PAPER /-I-+--1 - -- -- METAL LATH / ---- 6'x6• SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE - —d'xd' SELF -ADHERING MEMBRANE �- --� FLASHING OVER APPROVED HOUSE WRAP. -- FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT ---INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER I SHEATHING ELASTOMERIC COATING OVER STUCCO/ /III C.V. FINISH (SEE TYP WALL SECTION) SECTION NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES �f �L i�LNTF 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. TION DETAIL DRAINAGE (=-)LANE CUJfRB LAYEfR #1, STUCCO Wf;2, f=) WRE3 LA'I ER 1*2 (FOfRTIFI5€ice - - - - - - BUILDING f=A EfR) METAL LAT�4 X X X X 1000D OR -I/1�" ZIP WALL SELF-,4D�•-ILSIVE FLA5441NG — — NOTE: 1F'IET,4L LAT+4: LATE TO E3� P iz SECTION fi�-103_T-1 / ,45Ti�I C-8 -1-1�a, 1„IIN. 2.5 L85. PEfR SO. YAfRD (UTILITY OIR NP1 IINAL LAT+4 iDOES NOT >"IEET 5FIE-CIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SvsDIV LOT: CREEKSIDE PHASE 2 LOT #87 PROJECT* 04321.200 087R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2118 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I II BACKER ROD --. WRB LAYER "I, STUCCO WRAP iN XI DRYER VE INSTALL &' 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, Y4' CAULKING + JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WRS LAYER 1*1, STUCCO WRAP) WRB LAYER #2 (FORTH=IBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x 5TUGG0 WOOD OR _1/1(011 ZIP WALL SHEATHING SELF --ADHESIVE PLASHING - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L85. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) 7 1 UliliC/ FINISH 6" SELF ADHESIvE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING WRB LAYER "I, UNIT 0.STUCCO WRAP WRB LAYER 02, FORTIF15ER LPREMANUP. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH - CONT. SEALANT) WOOD 1/5' TEXTURED CONSTRUCTION FINISH + WOOp SEALANT ® FASTEN TWOOD STRUCTURAL I MEBE MR a t' OG. MAX TOP 4 SIDES s' cMu �Ifs' TO �' MID -WALL / WEEP S6eED 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' — — — PIPE THROUGH - WALL 6' SELF ADHESIVE % FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEG. METEF VERIFY LO AI<CA ICJ MML,=Iy>= STUCCO SCRATCH GOAT 4 1 COAT OF PAINT W15AGK- ROLL PRIOR TO ELEC. METER INSTALLATION L� ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEG. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM iArt r_ IN =11 r-1 11 AR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEG. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER GAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH + MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES I WRB LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION f\ CUT "X' INTO WRB LAYER *I,— 5ELF-AF-)HERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 � l STEM' 1*2 APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STET' #3 •o•o•o.o o •o•o•o 0 •o o• •o e. o. .o ,. •o .o io. o •o •o o• 0 00.0 0 o•o•o•o WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E F ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SiJHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #87 'PROJECT 04321.200 087R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELASTOMERIC DETAILS COATING OVER STUCCO/ C.V. FINISH 160 MPH EXP. C (SEE TYPICAL WALL SECTION) ARCHfTECT- METAL LATH STATE OF FLORIDA Reviewed far Code 4 Compliance LM Universal Engineenng Sciences MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 DATE• 03/18/21 SCALE: 1/4" V-0" SHEET c41 LEGE� DRAINAGsE fi LANE (WR5 LAYER #1, STUCGO WRAF) WRB LAYER #2 (FORTII=IBER — — — — — 5UILDING PAPER) METAL LATH x x x x STUCCO WOOD OR -1/16 II ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — 2 CORNER BEAD (FA5TENER 4 SPACING 6 CMU h1/2" THICK, 2 GOAT CEMENT PLASTER APPLIED DIREGTL`r TO MASONRY 14� C�R][�TER BEAD � B�L�CK Reviewed for Code Compliance Cu Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com e AA #: 0003325 J V 0 I � i ' I x w 9UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #87 ' PROJECT# 04321.200 087R1 MODEL 4EBB "1828—CALI" 1ARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS rA,160 MPH EXP. C. EC.ANDERSON A ON wommmmoso PRINT 03 18 21 DATE• / / SCAT E: 1/4"=1'-0" 6S SHEET / I \ - - 2x& SUB -BAND - W/1 "x4" NOTCH fl) -------------------- END, WRAPPED IN PEEL 8 STICK r r -------------------- I 11 11 DRIP EDGE -1/5" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH -6 CMU METAL FASCIA \\ WRAP Y8" FROM \ ' STUCCO, 1" FRO \ --------------- WOOD WALL EXTERIOR WALL �\\ \ (FRAME OR CMU \\� NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ \ \\ I DELE�/,4TION 11 I\ II II I 1 r 1 I 1 / 1 � 11 1 1 M 11 1 111 1 1 1 1 METAL FA 2X6 SUB I ROOF KICK OUT REMOVED 11 FOR CLARITY \ROOF DECK (BEYOND) / 1 DRIP EDGE, 1" OFF WALL �NOT INTO STUCCO) 11/8" TEXTURED FINISH WOOD, 1/2" TEXTURED FINISH 6 CMU I-,!-2x6 SUB -SAND W/1"x4" NOTCH a END, WRAPPED IN PEEL d STICK METAL FASCIA WRAP 1" OFF - WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2, TEXTURED FINISH a CMU METAL LATP WOOD SHEATHINCs DR CMU WRE5 LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIE5ER 5UILDING PAPER FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHINC PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - P0" SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR GMU) SU13 BAND DETAIL (0 WALL SUB BAND DETAIL_ @) WALL_ W KICK_ O U'l l 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/Il Hx4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY byReviewed for Code Compliance Universal Engineering Sciences FRAME OR GMU WALL KICK -OUT FLASHING 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 WIV22"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT ROOr-EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTHDIV. & LOT: CREEKSIDE PHASE 2 LOT #87 PROJECT# 04321.200 087R1 MO DEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EP. C ARCHrrECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO T7305 DA E 03/18/21 SCALE: 1/4"-1'-0" 1 W a A- r rt OP 39'-8" 28'-8, 3'-4" 15'-10 3 1.1 nY I I I IE n 7 1 1 1 1 OL-11 — — —FM-12X18 1 I]. I ' 1.1 �I z0 U� O Y <r H in I J 1 IS 1.1 o- I I 2 N M N oI, �I of 15'-8" 4' PVC CHASE��- 0 — TE-1 — — 4" CONC. SLAB - a - 5 1/2" 1 ' 1 T-8" 2'-8"110O 1 TOP OF io SLAB 3'-0" 5 1.1 I bo 3 6 N 0 IF IN N Mfg U LL EXTEND- -v 2 SLAB 1 1/2" 1.1 1.11 °_D �x N. J_ 5 1/21' 71/2" 2 ILI FMC-12X18 FM-12X18 FMC-12X18— 4 4 . Y-4" I, yjL7TTmN — CID FM-12X12 I q r 4" CONC. =00 N r` LL I SLAB LU LL N I co T Ow F-24X24J r *3 1/2" W a 11 I 10'-01, 10 1.1 GJ- •I I. EXTEND FM-12X18 1 SLAB 1 1/2" 1 1 Ii 0101, TOP OF SLAB 19'-0" FM-12XIB LL 4'CONCr.H — N �0 w SLAB 1/2" I i� ul a +-3 1/2" 1 LL 0, 1 19X12I1L..— FM-12X18 — 1.1 1.1 2 8„ 16'-0" 2,_8„ 3'-10, 10'-2„ 21'_4, 4'-4" 14'-0„ 39'-8,' 11 T U1 r!1 11 FOUNDATION NOTES 1. SEE SLAB SCHFDNLE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REOU'IRFMENTS. 2, TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND F001 ING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE 4. REFERENCE ELEVAI ION +-0'4SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPI E I F T RFATMENTFOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREAT MEN SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1.2"FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS.. AND SLOPES WITH ARCHITECTURAL DRAWINGS 8. SEE ARCHITECT URAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.'I.1INDICATES 45 BAR, OINDICATES #6'BAR ■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36" ). AND HEINFORCING SHALL. BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF: TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCI URAI DESIGN IS IN ACCORDANCE WITH TMS402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602A6, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR,ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 1 OF SLAB SUPPORTED T-0" &C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7111 EDITION SLAB SCHEDULE "TAR IIIICKNESS REINF.REMARKS 6x6 W I .4xW1 -4 OVER GF NFUAI 3 1 2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNFR BARS .;AtA SVb (A)ANT1IY AS BARS IN FOUNDATION_ WITH 30"_LEG EACH WAY. MARK WIDTH I I N(1111 TLII( KNFSS BOTTOM REINF. TOP REINF. T.O.F. a SHORT LONG TE-1 8" SLL pI A-rq 101, (2) #5's (+)0"-0" FM-12xl2 12" CON T INUOUS 12" (2) #5's - + 0"-0" _ FM-12xl8 12" CON INI_iOUS 18 --.__ - (2) #5's - (+)0'4" FM-16x18 16" CONTINI)OI1.S - 18 (2) #5's - (+)0"-0" FMC-12x18 12" 1 ONIINUOI)., 18" - (2) #5's - VARIES --- — F 24x24 24 �2) Itbs s FOUNDATION PLAN SCALE: 1 /4" = V-0" Reviewed for Code LE A Compliance ImIIII Universal Engineering Sciences SECURE: A/C STRAP TO UNIT CONC. W/ (2)-3/16'X2' TAP -CONS CONC. SLAB SIMPS❑N WB ROLL STRAP OR EQUAL @ EACH CORNER OF UNIT SECURE STRAP TO UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 329;37 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 2 2D2T MICHAEL C. ANDERWN AR NO 17305 PRINT DATE: 03 18 21 SCAlr-z: 1 /4" =1' - O" Y SHEET S 1 4 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } _ SPACING REQUIREMENTS W 00 Co 00 Z 8" CMU WALL O `O Cl Cl) SEE SLABSCHEDULE EXT. PORCH SLAB aL 4" CHAMFER (t-STORY) W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE i� AND BAR QUANTITY _z �a STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND } I SPACING REQUIREMENTS cc co Lu Lu Co a O 8" CMU WALL o z ("). — + TOP OF SLAB `r- TOP OF a q N I —II �wTI a F��y BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1 EXTERIOR MONO -FOOTING BOLLARD LAP 1'OP PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING INGLE SEE SLAB SCHEDULE TOP OF GAI EXT. PORCH SLAB 4 CHAMFER (I-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • SEE SCHEDULE APPLICABLE) z_ 4 FOR WxD, BAR SIZE AND BAR QUANTITY N (D.EXTERIOR MONO -FOOTING GA RAGE SCALE: 3/4"=1'-0" Lu wJ 2" CAPPED � can GALVANIZED PIPE O a W/FLANGE 0 BASE J Q J — U) a Q in SECURE FLANGE TO F co SLAB' W/(4) 1/4" X 2 1/4" (D v 411lz TAPCONS W a ' J Cl) O ;GALE: 3/4"=1 -0"` VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY BTM. PLATE TO BE PT. RE 8 . PLATE TO PROVIDE DBL. TOP PLAT LA / d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE SLAB hz T,� I SEE SCHEDULE FOR WxD, BAR SIZE D,BAR QUANTITY TNT TOR FOUNDATION OD WALL 9 SCALE: 3/4"=1'-0" (NO LIFT) NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 8", LINO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. `-4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE. 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS <>�F- Dom Lu U C J a fn O 8" CMU W m Z . a - ✓ ) SEE SLAB SCHEDULE Z z :E "ISOLATED COLUMN PAD CENTERED UNDER WALL AND co • POURED MONOLITHICALLY WITH - - - FOUNDATION AND SLAB SEE SCH ULE • FOR WxD, BA SIZE AND BAR QUAN TY 71 MBINED EXTERIO MONO- OOTING AND COL. P SCA 301, MIN. EACH WAY MONOL LI HIC FOOTING FT- Fli— FM r CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG FACH WAY AI ALI Cl IANGES IN DIRECTIONS SO THA I I HF STF FL REINF. IS CONTINUOUS MATCH AMOUNI OF CONTINUOUS BARS CONIINUOIIS I F EL MONOLITHIC F0011Nl; Rl IN[ OHCEMENTSFF SCHEDULE WHEN TRANSITIONS ARF MAM I ROM FOUNDATIONS HAVING DIFFERENT NUMBFH c )1 Cx )N I INI IOIJS BARS PROVIDE THE LEAST NUMBER OF BAR' (ia. 2 I0 3. PROVIDE 2 BARS). UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL `SCALE: 3/4"=V-0" AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEEP S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" VERIFY HEIGHI (A WALL W/ PL AN PROVIDE BLII �MURV57PLAIF I O SLAB W/ )'x DGF ANCHOR W 2" R SET IN HIGH STRENGTH XY 5-1/2" EMBF D. MIN. @ 16"OC AX a ' SEE SLAB SCHEDULE Q La Q D J a ' Lu Lu Lu = co 0 RECESS AROUND GARAGE DOOR OPENING I.Al' COP PLATE A MIN. OF 48"- ANIP NAIL W16d COMMON NAILS. 9) ROWS, 4" O/C BTM. I AP TO OCCI JR OVER STUD 'x4 OR 9x6 WOOD BEARING —� WALL W SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE RIM PIAIEIOBEPT. PROVII)F. DBL_ TOP PLATE —0I II 0.1 SCALE 3/4"=V-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 UPLIFT IS PRESENT. —SEE SLAB SCHEDULE FOR NRY ISET EV: EQ. EQ. SEE SCH ULE FOR WxD, BA IZE EQ. EQ• SEE SCHEDULE AND BAR QUANT FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WA INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=1'-0" W� UPLIFT U SCALE 34 V-0" ( ) (NO UPLIFT) POURED LINTFI_ CON I (FYR) 8" CMU FILLED Cl I L(IYP.) — 2X WALL FRAMING 1/2" DIA. SIMPSON S I B2 BOLTS 5" MINIMUM EMBFDMFN I IN10 GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" Reviewed for Code Compliance im Universal Engineering Sciences m 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com A,A tt. 0003325 Pnb , taw .`.wl� SU3BDIEV. 8e LOT: CREEKSIDE PHASE 2 LOT #87 PROJECT# 04321.200 f 087R1 MODEL: 4EBB "1828-CALI" GA RAGE SWING: LEFT PAGE: DETAILS 111160 MPH EXP. ARCHFFECT. STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO V305 PRI1vT DATE: 03 18 21 SCALE: 1/411=11-01' SHEET S1eIA F l a DOWEL PLAN SCALE: 1/4" = V-0" OP i0 N T F- N O N co N M 7p i� iD l� Reviewed for Code Compliance LM Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 OH: 321-802-3$91 ww W. a b d es1 gngr0 l p. c0m AA #: 0003325 <.3U3BB33IV. 8c LOT: CREEKSIDE 1p PHASE 2 LOT #87 PROJECT# 04321.200/087R1 MODEL: 4EBB "1828-CALI" :. GARAGE SWING: LEFT PAGE: DOWEL `1 PLAN �I 160 MPH EXP. Cif' ARCHrrECT- b ' STATE OF FLORIDA ' I_ o� MAR 2 2 2021 fj MICHAEL C. ANDEW ON 1 AR NO 17305 DRAT 03/18/21 SCALE: 1/4"=1'-0" 1 SHEET S1., 1 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. ° r 'I `1 d J Q Q CLEAN OUT REQUIRED p� FOR INSPECTION Q I m v iy 0 M 0'-0" FIN. FLR. TIE VERTICAL REBAR a ° TO HORIZONTAL REBAR W/ 10" HOOK Z_ > - ih O U HORIZONTAUVERTICAL r4 REINFORCING SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) ° — W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING r SEE SCHEDULE FOR WxD BAR SIZE TOP OF SLAB a TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" M O a o 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-D #5 13ARS 0 8" I p" 1' 0" CMIJ UNIT DIME NSIUNS � ARF NOMINAL ;IZFS O MASONRY 3 SO S YM BOLS Scnl.F. 3:4"- 1' 0" Reviewed for Code Compliance Cu Universal Engineering. Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ' sumnv. & LOT: CREEKSIDE PHASE 2 LOT #87 PROJECT# 04321.200 087Ri MODEL• i 4EBB "1828-CALI" GARAGE SWING LEFT PAGE: j p) DF�TAILS I� f ,�,tW MPH EXP. C ARCHfTECT- STATE OF FLORIDA MAR 2 22921 MICHAEL C. ANDERSON AR NO T7305 � np 03/18/21 SCALE: 1/4"=1'-0" STIEET SIo2A k 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/Z'HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. =TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION ' f'c (psl) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 2.1 1 1 1 1 8F16-1T/OM,'OB ♦ ♦♦ ♦ ♦ 8F16-1T/OM/OB 8F16-1T./OM/0B' ° 1 �� 01 C> GT °�° oo 1 i ♦` _ ♦ 8F24-1 T/OM/OB 1 ♦♦ � 1 `♦♦ I J* 1 1 of II ♦ I 1 ♦ �� kI 1 1 Y I 1 1 1 1 I 1 i I 1 1 1 1 1 1 1 i I 1 1 1 1 1 I I 1 I I 1 I I 1 1 i Co Io - Co �C) Ili I 2 I Ll I 2.1 �_ 1 100 1 (1 1 c1 I 1 � I 1 1 1 I 1 UNO, PROVIDE'BB1 WHERE ROOF TRUSSES BEAR; TOP OF WALL EL. 8'-8", UNO. 1 1 1 1 I 1 I 1 � 1 1 ° ♦ 1 1 i J*' ♦ 1 ♦♦♦ I 1 I I I ♦♦ 1 1 .♦ 1 1 N,♦ 8RF6- ♦ 1 1 1T%OM'OB ♦ I ♦♦ ♦♦ 1 1 1 1 1 %% 1 E ♦ 1 I ♦♦ 8RF6-1T;OM%OB 4* 1 1 ♦ I 8F16-iT20M/0B 1 8F24 MIN.-1Ti0M%IB 1 � ,-4,. BTM. OF LINTEL (ib -' 0" ABOVE FINISHED GARAGE SLAB LEFT BEAM PLAN- S CALE: 1,4" _ 1'-O" Reviewed for Cade Compliance universal Engineean9 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937' PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDly a� LOT: CREEKSIDE PHASE 2 L0 # 8 7hr PROJECT# 04321.200 087R1 MODEL: 4EBB "1828—CALI" GARAGE 8W5iG. LEFT s PAGE: LIFT BEAM PLAN AND �a NOTES 160 MPH EXP. C r !2'i201t MICHAEL C. ANDERSON AR NO 17305 FPRINT 03 18 21 DATE• SCALE: 1/4"=1'-0°' SHEE(\TT IV 2 N x #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCI IG OF BOND BEAM SCALE: 3/4'=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8 1. PLACE LINTEL ACROSS 10 1) nF OPENING. BOND BEAM 1 #5 2. IF BOTTOM STEEL IS RFOLAHF 1) PI ACT 95 BAR IN LIN I FL. 3. PLACE MASONRY UNITS AS HI Ot IIRF D 10 ACHIEVF I I IE REOUIRED BEARING, PLACE STEEL HEIGHT. REINFORCING (2) 4. THE LAST COURSE WILL BE A BON[) BI AM WITH (1) 4r, BAR CONTINUOUS AROUND G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIF 1) SO THAT THEN THI I AS I 1#5 TWO COURSES ARE BOND BEAMS WI I I I A #5 BAR IN EACH COURSE. I YP. 8"x16" 5. SHOULD THE DOUBLE BOND RFAM COINCIDE WI FIT A I INTEL THE BOTTOM BOND BEAM pJ COURSE OF BOND REAM IS ( )MI1 LE I) ANT) A LINTEL IS Ill ACED- THE STEEL REINFORCING FOR N IF HOT TOM Rf iND RFAM IS TO BF f:ONTIN000S THROUGI 111II 1#5 / TOP OF THE LINTEL �Q 6. UNO COMPOSITE MASONRY BEAM IS 10 BE NOT LE Sf, THAN 16" DEEP. 8x 16 DBI BOND \ TOP OF 2 Q�� BEAM W' (1 ) 05 BAR \AAT BOND BEAM EACII COUHSE 8x8BOND RCAM . Iup01 --- • �� W' (I 1 #h RAFT RONI ( BEAM S F =FILLED W/ GROUT U =UNFILLED GROUT SOLID Of B _ OP_EN_ _ NOMINAL .LINTEL TO TOP I-OND \ OF ING # OF #5'S, IN 2ND BOND WIDTH BEAM. IF FILLED L INTEL. BEAM COURSE _. _... SEE NOTE 5 PRE C Q -16-1 T/1 M/O B SIN EL W (I 1 95 BARB 2)E �F NOMINAL MASONRY HEIGHT # OLENGTI I OF BAR -WIDTH 01 #5'S, TOP Q� F 6 OPENING -2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR _ 2 BEAM DESIGNATION .THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM I#OF #5'S, BOTTOM 8x8 PRF CAST CONCRETE SCAR-E. 3/4"=1'-O" AND XFXX - 1T/OM/OB INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W'O S1 EFL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS - AND XUXX - 1T/1 M/OB INDICATES DOUBLE BOND BEAM ABOVE UNFILLED _ _ full _ LINTEL OF OPF-NIN(; AND XUXX 1T/OM/06 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HI AUFR(A11N1 2x4 (MIN2 X 31 1 :1 16 --... .. - PCON OR DRIVE PIN (MIN S K SIZI= 14f' MIN[ LEAD WINDOW SIZE. MIN I -MRLI)MENT 1 1/4") 8" 1 R I ACI.I F NU AND 18" O.0 MAX. I 1'4" EMBEDMENT r PRE -CAST WINDOW SILL 2x6 (MIN 2 X 3) 7 316 LAP OR DRIVE PIN (MIN SI-IANK E SIZE.145 MIN HEAD SIZE .300 .y MIN FMREDMFNI I 1l4"18"-' TS LOPE FROM EACH I NI) ANT) IS" O.C. MAX- MITI 114" EMBEDMENT 2x8 (MIN 2X't)^_:,IW, TAPCON OR FHIVE PIN (MIN( SHANK SIZE 14S MIN HFAJ \ SIZE 300 MIN I MRF �./ I 2X4 SOLID BLOCKING 1;4") 8 1 RUM I ,I If ND D SECURE TO SHEATHING W/ 18" O.0 MAX. Pv11 1 MIN. 2-12d PER BLK. EA. END EMBFDME TYPICAL MASONRY WINDOW 7/16" OSB SHEATHING CII I ('nnICTDI lt'Tlnnl --CMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences M1 PM_� BINGI I- R ; CORNER -� BAR. 30x30 I IIRNED I1P OR I1)RNf D DOWN INTO Ill I FF CFI I STEEL REINF. OF BOND. BEAM T — PROVIDE #5 BAR STLFL R@IN( Of \BEAM RONn Blntn CILIA CHANGE IN ELEVATION OF BOND 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOTS CREEKSIDE PHASE 2 LOT #87 PROJECT# 04321.200 087R1 IMODET : 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: 1, is DETAILS A:I 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 W PRINT 18 213 DATE: 0/ SCALE: 1/4"=1'- �'Y SHEET Ste 1 ■ I �DN ETE" / "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 LOAD SAFE LOAD - POUNDS PER LINEAR FOOT PLIF TYPE LENGTH 8U8 8/8-0B /16-1T/0B /20-1T/0B /24-1T/06 /28-1T/0B /32-1T/0B LENGTH 8/8-1B 8116-1T/1B /20-1T/1B /24-1T/1B /28-1T/1B /32-1T/1B 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" 2465 6113 6385 7708 9031 10000 4'-01, PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0,, 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" 1625 5743 7547 6752 6541 7565 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5r-410 1319 4460 7196 7342 5780 6259 5'-10" PRECAST $17 1024 1631, 2090 2549 3009 3470 51-10" 1161 3693 5877 6036 6548 5776 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6-6" 1139 3227 4598 7054 10000 8825 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 T-6" 938 2498 3408 4864 7067 6472 1 11 633 1593 2204 2481 2818 2621 9,-41' 9 -4 PRECAST 428 639 -1674 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" 550 1407 1897 2781 3222 3784 11'-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596' 2048 2586 3191 12'-0° 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" 414 1045 1365 1732 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" 458 1079 1429 j 1824 2277 2712 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" 412 1014 1340 1703 2118 2513 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" 300- 856 1121 1413 1739 2047 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" 235 736 959 1200 1467 1716 21'-4" PRESTRESSED N.R. NR NR' NR NR NR NR 21'-4" 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" 165 550 784 992 1203 1381 PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" 129 450 654 824 1014 1147 TYPE 8/8 PLAIN 8/8 SOLID PRECAST 689 1024 PRECAST 514 763 PRECAST 398 591 PRECAST 411 411 PRECAST 340 339 PRECAST 410 721 PRECAST 303 534 PRECAST 192 384 PRECAST 151 301 PRECAST 132 417 PRECAST 111 370 PRECAST 82 298 PRECAST 71 293 PRESTRESSED N.R. 283 PRESTRESSED N.R. 252 PRESTRESSED N.R. 183 PRESTRESSED N.R. 148 PRESTRESSED N.R. 125 PRESTRESSED N.R. 116 PRESTRESSED N.R. 91 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#: 19-0130.13 TYPE LENGTH 818-1T 8/16-1T 8/20-1T 8/8-2T 8/16-2T 8/20-2T 3'-6" PRECAST 1569 3524 4394 1569 3524 4394 4'-0" PRECAST 1363 3060 3815 1363 3060 3815 4'-6" PRECAST — -- — — 5'-4" PRECAST _1207 1207 2582 _3375 3375 2707 1016 1806 2374 1016 2276 2838 5'-10" PRECAST 909 1499 1971 929 2080 2593 6'-6" PRECAST 835 1201 1578 835 1868 2329 -- 7'-6" PRECAST 716 900 1181 727 1624 2025 914" PRECAST 454 586 767 572 1318 1643 10'-6" PRECAST 356 468 612- 504 1180 1 1472 1114" PRECAST 430 406 530 466 1042 1372 12'-0" PRECAST 383 366 416 440 940 1300 1314" PRECAST 308 303 393 396 780 1057 14'-0" PRECAST 279 278 360 378 717 961 14'-8" PRESTRESSED 239 422 506 246 663 980 15'-4" PRESTRESSED 224 387 464 230 1 616 908 17'4" PRESTRESSED 187 326 365 192 506 720 19`4" PRESTRESSED 162 266 348 166 429 623 21'-4" PRESTRESSED 142 219 308 142 373 537 22'-0" PRESTRESSED _ 137 2261 290 137 358 513 24'-0" PRESTRESSED 124 174 245 124 319 455 8/24-1T 8/28-1T 8/32-1T 8/24-2T 8/28-2T 8/32-2T 5263 6132 7001 5263 6132 7001 4570 5325 6079 4570 4043 4043 5325 6079 4711 5379 4711 5379 2944 3513 4084 3399 3961 4084 2443 3107 2915 3387 3620 4133 1955 2332 2709 2790 3251 3712 1462 1743 2025 2426 2827 3228 948 1129 1310 1969 `755 1763 2164 2519 8_99 1710 -- 1042 - 1989 653 1643 587 777 872 1470 698 1710 783 1560 1314 1476 484 575 645 1312 1071 1203 443 526 609 1192 975 1133 626 1237 746 865 1474 1715 574 684 793 1134 1353 1572 451 587 _680 501 1135 1312 430 513 595 803 950 454 1098 381 527 690 816 943 359 428 497 659 302 779 900 360 418 581 _687 793 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Cade Compliance Universal Engineering Sciences ■ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 -w„ k yw I ARCHIITECT- i MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 18 21 SCALE: 1/4=1'-0" SHEET Ste 2A i A I FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .1770 x2 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. GIRDER/TRUSS TRUSSES W/2X4 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING W/2X6 BOTTOM BOTTOM CHORD SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC CHORD PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS v 20 SCAB NAILED TO DIAGONAL WEBBING SHEETING ETC, IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND END JACK TRUSS BOTTOM CHORD' (a) 1 od BRACING/BOTTOM ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE CHORD BRACING WHERE APPLICABLE NAILS FOR EACH THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. CHORD CONNECTION DISSIMILAR BOTTQM CHORD BRACING � END 4, 7 TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN 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. A TRUSSES I ILL GIRDER/TRUSS BOTTOM CHORD IX/ W/2X6 BOTTOM CHORD I\/ DIAGONAL I/��BRACING/BOTTOM CHORD BRACING I CHORD BE CO.N1CTOR sw f0U4k CONNE L DATE. mn]/2o20 MITek USP EIMPSON MiTek USP SIMPSON - Of5 UPLIIT GM ITY OFs FEET, GRPVRY IDAMENER FAST INEIt HTA FAIL 1625 MEfMILS "'so JISI IN Y11/2"1-PLY,O IN 2-PLY, EMBED4" (8)10dx11/$"1- PLY, (6) IM 2PLY, FM3ED4" (2)HER I6.18 I"G :2)MESA-16 1985 (12)3ad x 11/2"I-PLY EMBEDP' (ID)1N x 11/21 1mPLG EMBED4 HELP 16 18N ETA tb lB1S 1 2 8 6tl 2-PLY, EMBED4 301Po%1/ (13 9 IDtl 11 $" 1 PLV B I6d 2 PLY EMBED4" 11 / O ;IS 20 ]8A HETA 20 1815 (]DI ILM 1 112'(8116tl2 PlY FMBE04' (910tl x 11/2'1 LY (8116a 2.PLY,FMBED4" 121 HTA-20 243D (2)HETA20 2.1 (12)I.d 11/21PLYEMIED4 ITS)10tl x 11/2'ITUCfMBED4" 21. (10) IAR 2 PLY EMBED4 (12) DAN2PLV FMOED4" LUST-2 1655 LBIT IF. 3LK(E)VELx3 WPtlg B h Anchols. WOOD 116) 10d 17I 1/4 .111, EITEN,WOUNUEBE16d oqd• DUST 338D JESTER.5 SHE. CONC(bBAR -x5"Wedge Belt AaAOn, WOOD 112E WSfB 112) BIG 1/4x3'TO BIRDS R, (4) 3/3 " x S' LIEN HD TO WALL 6 UHIA-20 2480 Df IAL20 24. (161-1Mx11/21PLYALTf R NPif USE OFI2)HI A-20ACEDPT221T PLI YRNAIE USE SEES] Hf TP-$UPCI EPI ABLE I181-]Otlx]]/2,]PLV 1 MUGTIS+ BEAD MOT. BE. (115/8-A.T.R.IN X IN STRENGTH EPO%Y(MIN. 12•FMBFD,122110tl lOWCODI I1)5/BAT.R, IN HIGH STRENGTH fPO%Y(MIV 1$" EMBED),(22) 1W TOW00D H HGi-z♦ 10690 ON 134"ATR WOOD MASONRYII / MU IL EMBED 161 TOWODD } 34 AT.R_IN HIGH STRENGTH fPOY 1, N1 I / ( ( ) DO13♦ HUGT3f .810 98fiU X6T�3t 10690 WOOO1b10tl, MASONRY I2)3/4"A1.R " B0130d, iNGiH EPO%Y MIN 12'EMRf0161MrOWWO 234 Ai.R.IN HIGH51f ( 1.( ( / LPTA 1510 PARALLE L TO WALL 14 / I P EPPENININUIt IOWALL LTA2 1210 PARALLEL 1210 PERPENDINLARTO WALL TU WALL 1WIN x 11/L" (1E1 fOtl x]-I/2" M1161'31 394S VGi 4940 (1)319-A T R. IN HIGH STRENGTH EPDXVIMIN. 12 EMBEDL(41100 TOP/I6110d FACEADU IN BACK O%TRUSS (1)5/B"A.T.R. IN HIGH STRENGTH EPDXY (MIN 12" EMBED),(16)SD51/4 .3 EDGE 95E5 :2)VGP 71.5 ILLSIVA.(R. IN HIGH STRFN6I X PROXY IMIN. 12"EMBEDE(8)HERE 2)5/8"AT.R. IN H IGH S PAPERS H EPDXY (MIN 12" SMEAR],(32) SEE 1/4x3' MTw 12 96 MTS42 99D (14) IN. 11/1', U4)IN 14130a xv/2• m'W 16 LESS 115.1A 1310 Is, IN X 1112', ITS) IN ITS)106XI1/2" HTW2D 1355 FEE 20 THIO. (24)1W X 11/2', GEL 1W I24110a XI la' HTW24 1355 HTS E4 I3ID (24)IN X11/2', j2011W 1241111 xt i/2• LsrArz« SHE Lsrarz« 921 (I R) JOB UBI IN LSTA IR« 1211 ISTA.18« 1235 (14)IN (14I IN USTAUS., 1310 META-18« 1315 I14}IM (141 IN MSTA.24- 1640 MSTA-24.F 1. IT.)IN (1811M y¢, MS'I'A-30« SEE, MSEA30« SEEN 1 1(2Y)1N (2211W MSrA-36.. 2D65 MSTA3G« 2051E 1 IJ26)]N (26)1[M K y-KRHODA z]66 MSTI36 DEW 136)IN RE 1/2• MG 10d%11/2' %TSI248 5105 MSTIS8 5070 149)INX1112• 149)10d X11/2' L1. Efl M6 109 1161EN! 'a 1112",LIE) RED (8)8d TO PLATES, (8) M TOSTUM 5PT4 875 5P4 Bz5 (61 10d 10 STUNS M 1W 1 PLATE 16)10d x11/2"TO STJM 4P34 451NF19IF A34 430 (AIMx11/2 TO 3 EAM(4) M1 x 11/2'TOPONT, (4) LIP x11/$" TO B EAN(4) Ed x l l/2"IOROSE HHCP2 680 HAEG 590 10/HIM x3112" TO TRUSS,(10) IM% 1112 TO PLATE. IJ2110d%11/'C RT'M EGGS HTRIP IYBE 19)1NAI1/OTO TRUSS,(81 IM% I l/z"IO PUTE I1811O X11/Y' MUGT15&FIIWA 4175 VBE&HIM 4940 (29)lOd TOTRU55,(10)W53W00.11REW5TOM5 W/5/8"THREADEDROD. (161-SD51/4'%3"TO WOOD, (ID)- SEE 1/4"x21/2 W/THREADHORODSO)NUTS/WASHERSPLY MJGT15&%IDW 1175 VGi&HOER 4940 (25)1N TOTRU55,(ID) WS3 WOOD SCREWSTO N]STW/S/8"THAEAOEDROD : (161-SDs 1/4 X3' ED WOOD. (31-3/4"SLID I3OLTSW/THREADED ROD.I2) NUTS/WASHfR/2PR PAU40 2535 A3U442 23CU ]]50 STRENGTH EPDXY, M111N Y'EMBEO IN CO4C 1216tl T0WWG (1)519.4 AT R, ) ,I I COry 216d TO WOOD' 15BA.T.R.INHIGFSTRENGIH EPDXY, MINI EMBED) IN C1 1 / ( 1 ( ) PARENT $155 LIES. ]fi0M ABUfi6Z 2190 182M HIGHHST MI (])5/8'A.i x.IN HIGH STItfNGfH EPO%V,(MIN 7�'fM8E1s1N CONC,(1215tl TO WOOD 11)5/8'AT.R.INX GH tiT kEN(iTH EPDXV,(MIN]EMEND) IN CONC,12)16tl TO WOOD. .Is LT. EGOS LIFE... 1310 (1)3/4•ATR. I N H IGH STRENGTH EPDXY, (MIN. T'EMED) IN GONG,(6)1➢d TO WOOD (1)3/4A.T.R. IN H IGH STRENGTH EPDXY I MIN' EMBE D.) IN CONC G HW TO WOOD VN1 6 LTS20B«. IT. LTr20B«. 1500 (I)3/4•A.1.R 11 HIGHS LENGTH EPDXY, IMIN.]! EMBED) IN GONG, I10)1 od. 1112 TO WOOD (1) 112' ATU IN HIGH 5IIENGTH EPDXY, IMIN.]' EMBED.)INCONE.,(1N1MTCMOD yNIFT45 416U HTT4 .15 (1I5/8-A.T.R. RV HIGNISTRENGTH EPDXY (MIN]• EMBED) LV CONC,(18) Isd% 2 LEE INS/8" A[.RI IN H ICH STRENGTH EPDXY(MIN. T' EMBED) IN CONC,(26)160921/i' Z E141 BIDS HITS SLIDE (1)SA-A.T.R IN HIGHSTRENGTH EPDXY(MiNAEMBEO) IN CONG,(26) 1N X 21%2". 11)5/9' A T.R. IN YIGH STRENGTH EPDXY (MIN ,]" EMBEG) IN CONS,(26JUP X21/2" UPXDl1. 1439$ 25r 11810 (1)1•A.T.R-I4 HIGH SlRfNGIH LOUSY, (MIN ]+P'EMBED) INCONC.$41 WS3 WOODSLRFWS 11'ATR-IN NIGH STRENGTH fIEOXY,IMIN-10'EMOED)IN CONC,1141SPQ M'Y$X"WWOSCIl1 W5 VHM6 BIWA NOES 6645 - (,)Sig* A.E. IN HIGH STRENGTH EPO%Y,(MIN" MAE.) IN CONC 1141 WEEMON)YREWS (11]/8" A.D.INHIGHSTRENGTHEPDXY,(MIN.]"EMUDI IN CONC (313/4• STUD HOLDETOWOOD rDXe ra]D AB, IN H16HSTRENGTH EPDXY, (HIIN]'EMSEDI INGONE (3)]/8'SND BOLT5TO WOOD ---'" NFM35%]2U 2580 7130 MOHA 3.56/11:25 34]s 5330. (1)]'P'"'.BLTWMINI"EMBED&NOT LESS THAN EDINST EMT DINOE(IFCW/3/4'ONf[WRAMSfi/lY(OxF,A0 LTSIFEVEANLNOROR fp W/MIN S"EMBEDINSTAI.IfDINfACE 14 Lk ATU6f DY Nb .O.O ( ) ly3/4"A.TR.INHIOESTRFN6NI)NCMLJ N.C]S'11MFU EM INCM.U. TOP, (13/4 PTRINHI6HiS1RfN6TN EPO%Y,(MIN.6]5"fMBfDMPN1)INC14lI FACE, 110110tl IO BEPM NUX1z1P IS,, 2710110Y%1 Husca l2 1w000) 343s 2535 Pnoi) (JUT JEEP TO HEADER, pD)25d DO WORLD (10116d TO R EAGER, h0) HEI O MY 33z9lasMf 322012Ess1 N. `W HDRUF(CMU) LESS PIED H1K410 (CM',I LEND 4514 ( -is pL d%3"'ws35CREWs, (10)10a TO '. W R, USP 120;3/161' TAPPER., ILE) 10a TO WOOD (18)1/4i2-3/4..LINES (9 PER RANGE] TO CMU. 10110d TO WOOD Et S YD210-21F(U4UI 191N 11,80 HJCI1 "YET 2 1SN 45N. ..WEB (Ws33CREW8, 11011N IO (1811111�s%3 LISP/013/16 TAPPER (1011Dt1 TOWW0 (]81]/4"x].3/4"TIlEN 19 PER FLANGPI IUUN U,(1010d TO WC00: HDVE.SU'(CMU) BEES 1.11 XVC(CM103 2 KUCU " IN. 45W 18})4 %3W535CREWS ETD] Us TO WOD.® VSP ILU 3/]fi TAPPER. 110 10]iO WCbU 1]g)1/4x23/4"FIT EN YVER FLANGE TDCMV (10INLOWOOD LGUM26.1 2125 BEAR LGUM262 SDI 430 ISSYS (413/R %4 A11M1o'S:WWDI4I WS3 WOODSCREWS (4) PIS x 4 TITER HDANCHORS(2 LE R FLANLhI IO CMU,PE1/4%21/2505SCRPWS TOMSDO TRUSS BOTTOM CH W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION G @ MID R TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING 1A 1A 3; 1A 1A 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W,/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. iyJ 0 CN 0 U U v Z�A �9 '1 l II n u n u n u i n u u u ti n n II EJ7 II CJi CJ3 -_ II u n u n u u u n n u n u 1C n n II CJ3 o _ � ( c > I) 153.E AT ACH J,01'.L fG 2x CAB TCJ5T USS AIL3 C u d n u = = CJ5 (4" ROM IA. FN ) RJ A14G - - - - - - 10 r 6 A2 __�____ - - - PRE -FABRICATED ROOF TRUSSES @ 24" O.C. MAX. _ - _ 1 I I I 1 1 I 531 ---- --- - I I I I I ,ALA=7 I I I i I I I a ATTIC A3 ACCESS A ,- - A7 A I I i A11 _w _ _ _ _ _ _ y tl _Al3- 1A 1A ® A15 = _ = I== _ S31 53.1- 1 4 _ 1 - - P� o 17 /Al6 \ / / \ / / Ell / \ GE ClGE 7 $ 7 8 3.1 53.1B 3.1 3.1 FRAMING PLAN SCALE. I '4" = V-0" Q i 75; U 1 k Is O 3.1 Om o 0 [[ N O Cd LL J Z Q U ZQ O m o � 0 0 Im a U 0 0 N 0 Z U 6%fot Code STJBDIV & ]LO" a ] CREEKSIDE PHASE 2 LOT #87 PROJECT# 04321.200 087R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT _ PAGE: P' IF, FRAMING PLAN "1 I 160 MPH EXP (1 r a n 1 A ARCHrmc uT: 1 STATE OF FLORIDA L�2 Z 22 MAR MICHAEL C. ANDE #0'N ^�;- PRI�+TT 03 18 21 DATE: SCALE: 1/4 =10-0 SHEET S 3 ;a • A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2" NAILS TO TRUSS PLYWOOD SHEATHING, SEE " "SHEATHING B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 '-z" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/(3) 16d GALV. COMMON NAILS, ENGINEERED WOOD 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM { SEE SCHEDULE 'a A ALLOWABLE UPLIFT = UA810 LBS, ,L:770'LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, ''1_ 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TRUSS/ SS&TYPICAL 'GIRDER CONNECTOR(S) n 6 OUTER 1/3OF SPAN ONLY BTM. PLATE e I DEPTH 1/4`D HOLE EDGE>5/8" HOLE DIAMETER r-<215'D SGL. STUD STUD NOTCHING AND BORING LIMITS $ SCALE 11/2''=V-0" EDGE >5/8" HOLE DIAMETER <3/5"D DBL. STUD ENGINEERED WOOD TRUSSE _ PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9) 10d x 1 z" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 1Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) a" x 5" TITEN HD TO CMU AND (12) SDS 4° x 2''z" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) z`x 5" TITEN HD TO CMU AND (18) SDS 4" x 1x2, 2x WOOD FASCIA 3" TO GIRDER RAL SEE ARCHITECTURAL SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) 2"rx 5"TITEN HD TO CMU AND (18) SDS 4" x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT=3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SGALE:3/4"=1'-0" GIRDER CONNECTOR(S) 6-0"MAX (W/1 X4) 1 10'-0" MAX (W/2X4) „ 1x4r .iimi.v1111— . , v-v v1v MAX., OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTIONTVP. BTM. CHORD B 6 SCALE 3,,4"_ # 1100 UPLIFT SIMPSON III`,M20 WA010dTO THUSS AND (4) 1/4" x 2 1 /1" TIl I N 2 ANCHORS TO CON F POURED LINTEL # 11100 UPLIFT (2) SIMPSON HT SM20 INSTALLED ON OPPOSITE FACES OF BL OCK WALL W/10 10d 10 FRI ISS AND (4) 1/4" x 2 1 4" TI I F N 2 ANCHORS TO CONT POURED LINTEL l -- PRE-ENG TRUSS r CONTINUOUS BOND BEAM - TITEN 2 ANCHO'RS MIN. 2" COVER &2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCAI F 4"- 1. 0" 1 x4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION MAY NO BE REQUIRE D - BTM. CHORD OF WOOD ROOF TRUSSES - END WAIL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN NG (2) 2X4 No.2 SYP DIAG: - BRACE W/ (3) 12d @ EA. T RUSS (DIAG. BRACE TO COVER 5TRUSSES) 0' 0" 10 30'-0" (1) "X" BRACE 30'-'1" TO 60'-0 (3) "X" BRACE i 1 i "X" RHACE @ CENTER i2) "X" RHACF DIVIDFD FOUAL.LY I ROM CI N IEH TO END. 9WOOD FIEGIA. ; - / SF F ARCHIIEGI ORAL PHI LNG (dARLF TRUSS -' S Fll I BACK (AS PER — I RUSS ENG) .,F-F R(1HFDUI .F FOR -� RONI') REAM RFO. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's 9 EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. Reviewed for Cod, COmPliance Universal Engineering Sciences BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING I MF 1 Al STRAP S FOR ROOF AND FLOOR CONNECTIONS A) AN AL I EHNATE STRAP MAY USED SO LONG AS THE NEW STRAP HAS 1001VA1 ENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS I111 ONF SPECIFIED. CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND R001 TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE I 111 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 F1 AND F2 FORCES, ALTERNATE MATERIALS 6UALL: SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #87 `PROJECT* 04321.200 087R1 MODEL: Q 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: T r, €) kt. y. I� DETAILS &K rl MPH EXP. C' �160 ARCHrrECT STATE OF FLORIDA MAR 2 2 y2021 EL C. ANDERSON NO 17305 :LAR >M PRINT 18 DATE• 03 21 / / SCALE:1/4 91=1$_011 SHEET PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT Wi 2" o- ® PRE-ENG'D WOOD TRUSS (TYP) @y) 24" O.C. MAX FOR S I RAPPING VERIFY W/TRUSS PLAN 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEA^.H, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #87 PROJECT# 04321.200 087R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS L160 MPH EXP. C a 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT 1 BRACE W/ (3) 12d @ EA. 4`-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO k COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2xSUB-BAND FROM CENTER TO END. UPRIGHTS OVER '4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER j SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2-SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � ;3 SCALE: 3/4„_11-0„ W/ HIP RETURN II • k I, • s SIDE VIEW VTCR SPACING (1) AT EACH END ANIn a,-V„ C.C. MAX. PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.1 Reviewed for Code 1B Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, y FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 use-=man- SUBDIV. 8e LOT: CREEKSIDE PHASE 2 ti LOT # 8 7 :PROJECT* 04321.200 087R1 MODEL: 4EBB "1828-CALI" GARAGE SWING,, y y LEFT PAGE: ,a r{i fl Ij DETAILS k� vt� 11 160 MPH EXP. C rp ARCHfTECT. STATE OF FLORIDA rMA2 PRINT NT 03 18 21 DAT SCALE: sFIEEEET yI/\%may/'� 11 S3. � V. a. a "A" "A" GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE CHAT L 'rONFI IPP,- I I A"I Ill !A:.. t3M. MAXIMUM A( REGATE SIZE SHALL BE,,,] GABLE-ENo '�'� STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOOI-1) I;) Fr',P II (92 �eI,�INER NON. BEARING < ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN 2N 3R 3R 2N 3E ' ¢.F-7- ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE (OBE CHnnaFIHEI T�4' I AI I WOOD TOT ACT 318 14, BUILDING CODE REQUIREMENTS (;RIPPI FRS. Oil 0 FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BAP RIFP AIF MRPANE UNDER ALL 'I ,BS-ON-GROUND WHERE INDICALF I. RJ F-I AST[ rY - I O O Q COLD-FORMED.STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEAT Ell WITH 4DHF':PoF I wT PI1F S"I IRE TR[ O 0 0 V FORM ',I HI RA I E 0 ALL DETAILS AND. SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND -WORK: )[ITIAII I'(�RROR( )RAIL O 0 v SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR AL CONC'RF I F: BEAMS. SLABS, COLUMNS. WALLS. 111-A,t IN SHALT O O3 0 7 v EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUC IEU IN ACCORDANCE WITH ACT 347 LATEST W1 IU 1 ';HALL'.. v O EDITION"RECOMMENDED PRACTICE FOR CONCREIE FORM WORK. CI )N IAINS MOF V 0 0 V 19 ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE 0 DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMT tM NAII TI 2E O 2R 2R O 2E TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION. FIRE SEPARATION. OR nTHER NON STRUCTURAL I IFldti OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THE Y ART- NOT CONSIDERED TO BE STRUCTURAL DI PFFNDIN(, PR(IVIDF SOUL .A�. �.A. �.A.. ON THE TYPE OF CONSTRUCTION THESE ITEM, SOME OR ALL MAY BE RE OF FIT ARE BY UI HE Hs; SYI' TI).. THE STRUCTUR E IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE V O0 O V IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND I IN I RI A I f P 0V 0 O v SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: A I REARING LC 0 DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, V O O V TEMPORARY BRACING, GUYS OR TIE -DOWNS. "ACI WELDED WIRE MESH, SHALL M ASTM (,RAVE 65 AND BE PI ACED IN ACCORDANCE 11 WOOD TR( O O ALL E ONE ', TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SF'ni;F PLUS TWO INCITES. WIRE MESH FOR SLABS sl AlIAI 1 AB', V 000 0091 v THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION , BE SUPPORTED WITH 2' CHAIRS SPACED 30' OCEACH WAY. TO BE DESIGN[ V O 00 V REQUIREMENTS AND SLAB ON GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. S TRESS GRADE D 0 SFALFD RY A P. O0O O0O V V QO0 0 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: V 19 HD 0 O 0 0 V 2R TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A6T 5M GRADE: 40 IN I;ON(:RF I F DEFORMED BARS, REHAB SHALL BE AS I M Ac 1, (M)NNF([OR FIT z MEF f ING 1HE F' r V 2R 0 0 v GRADE 60 IN MASONRY DEFORMED BAW5 , FRET FR(.)FA OII SCALE. AND RI EST AND PLACED IN ACCOHDAN(J 000 O 0 P 0 V - DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PI ACING DE [All S OF THE ACT 5I ANDARDS AND SPECIFIC:A I IONS DF'tIGN, I ABRIt V 0 2R 219 0 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINi: ; F(T REVIEW PRIOR TO FABRICATION. HORIZ( )N IN S IANDARDS FC V 0 O 7 V AND VERTICAL BARS SHALL LAP G x BAR NO. I INSCI IFD(. 11 ED FIELD LAPS ARE SUBJECT TO ENGINEFR'S COMMENTARY O O O O O O ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. V 00 000 00 V 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOL.I.OWS: Hd I4AH 25" #6 BAR 36 WOOD )D I HUSSE ' 000 0 10 psf BTM CHORD -non-concurrent #4 RAH 30" #7 BAR 42" , S II"EIS. L 000 0 00 v V PROVIDE 36" x 36" CORNER BARS. BOND 13LAM t)NI 'r', I API`ED AND TIED I(.) EACH BEAM REBAR. SF F DF IAH '. IONSWIL NSW H 0 DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. I F R'4 TEIIHRSF r1ION: 15 pill TOP CHORD 20psf TOP CHORD a 3 V V V V V V V %4 2E V V V V V V VE3 a (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU (A I I s SI IAI_L BE ANCHORED IN THE FOOTING;. I IT IHRICANE S II 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL-,NPPOR fiNG, I HI WALL AT THE TOP AND BOTTOM WI I I I DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND Sf IAI L RF CONTINUOUS TIiROUGHOUT THE HF IGH Cll I I IL r:nN TRACI OR'- ,I� ,K HIP ROOF A" BALCONY LIVE LOAD 60 psf WALL. I RI IS9FSOIRD STAIRS LIVE LOAD 40 psf ROOF WIND DESIGN' PRESSURES. WIND: DEAD LOAD SPEED MPH 3- SECOND GUST :) RUN REINFORCING BARS CON FINUOUSLY I APPL IJ AI SPLICES ANI) AROUND CORNERS DOWFI ROOF & FLOOR ' NET (GROSS) ASCE 7-16 (ASCE 7-16 (F8C R2020EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK Al F NDS. S TAGGER SELECT- S WHEREVER POSSIBI E DF TERMINATIOI ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) LIVE LOADS: UNINHABITABLE ATTIC. WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED I AYOIJT. SPANS ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80). STORAGE: 20psf, HABITABLE: ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFOROW, ,TFF I IO ACCi.IMMODATE THE INSTALLATION OF EMRFDI IFD I I F M': Al TLC 1 HE ST ZONE 2n. = 69.80PSF (79.80) ZONE 3r = 83.80 PSF (93.80) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE EN('INEFR. R I R(IC I IRAL E ZONE 2r = 69.80. PSF (79.80) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM::40psf, SLEEPING ROOMS: 30psf, STAIRS , , PHrNIDF FNGIP "A"=4'-0".END ZONE DISTANCE 40psf P MASONRY: PI AN SNt )WING BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATE RIAI S SY TAT.I O )EIFORM WITH ALL [it QUIREMENTS OF THI I lc[ IJSFD PRoI ' EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW;. "SPECIFICATION MASONRY .STRUCI I1RES' I IMF ,IW, RAIL T )ING CODE RF01IIREMENTS FOR MASONRY RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED. FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY S I RI.1(ITURES AND C)MMENTARIES). AS PIJBI LSI It 1) H7 I rIF I JUPIL1CANI O )HI HTIICTIOF APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOIN COMMA TEE PROVIDED BY T PRESSURE COEFFICIENT: +/- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY; LENGTH, ELEVATIONS; DIMENSIONS, ETC. THE TRUSS TO ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCEIT TE MASONRY RFGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM G 9u, GRADE f'm = 2000 FRL BLOCK SHALL BE PLACk D 11S6J(; RUNNING BOND UNLESS OTHERWISE NOTE[) I AY HIP MARONRY WALLS IO BOTTOM _ (II THE DELEG/ AND CLADDING ROOF( WALL( FLOG R DIAPHRAGMLTSHINGLE FOR ASPHALT SHINGLE ROOF, USE MIN STRUCTURAL FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE. RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF TIE BEAMS BEFORE AT TRUSS TO OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING FOR IN -WALL COLUMNS. (TROT IT USED TO FILL MAST )NAY CELLS SHALL COMPLY WIl I I CTU SHEATHING EXP 1 24f16 or 15/32" STRUCTURAL SHEATHING EXP 1 ( ) SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476. AND SHALL PROVIDE A MINIM(IM G )MPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLF9S {32/16),FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDA NON PLAN THE GROUT MIX SHALL HAVE A MAXIMUM 3 8" STRUCTURAL SHEATHING EXP. 1. (32/1.6) .(SEE TABLE FOR FIELD AND p FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W ASH IMP OF W TO 10". I ISE ONLY MECHANICAL VIBRATION EDGE SPACING) SEE DETAIL. TO CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN bNI SITE PREPARATION: FOTIN SITE NAILS @)4" O.G. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS S WE FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 sf FOOTING FOOTINGS WERE TYPE "M" OR "S"MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJEi:I MORE AR SHALL BE OF GABLE END.. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 23/8" 0.113 170000 , RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS P ' PROPORTIONED AND MIXED AS OUTLINED UNDER AS I M C 270. HORIZON IAL AND VERTICAL MORTAR JOIN I EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PR(11 FUSIONS THAT EXTEND INFO MODIFIED PROCTOR MAXIMUM DRY DENSITY; DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS 10 RE(IEIVE EXPANSION ANCHORS AND'OR VERT k;A1 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. 148 BAR DIAMETERS(. I LN.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE EXTERIOR SHEATHING MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT BE MADE BY THE GEO-TECH. ENGINEER. 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS THE MATERIAL, FABRICATION. AND ERECTION OF STR( A-1 ORAL STEEL :SI IALL COMPLY WITH THE BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF SI RI ICTURAI STEEL FOR BUILT wv(3,. CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF S TEFL CONSTRUCTION. SA RUCTURAL STEEL SHALL I3F n I M INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM CONCRETE. SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W SI TAPES. STRUCTURAI TUBING SHALL BE ASTM (INSTALLED PER MANUR SPECS.)SEE DETAIL. i i -.. _. A500/A500M, GRADE B. Fy - 46 ksi. STRUCTURAI PIPESHALL BE ASTM A5a1 A53M. GRADE B, TYPE F OR S Iv - I 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCREIE FILLED IN THE SHOP. _ 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" .STRUCTURAL TERRACE SLAB. - _ - ANCHOR BOLTS AT THE COLUMN BASES SEAI_I RE AS M A:307 BOLTS WIT IT DOUBL E NUT LEVELING. AT I CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO Z H OTHER BOLTS SHALL 8E ASTM F.312SF3125P✓I F31 )I 7 S WI11T WASHERS UNDER THE TURNED ELEMENT. BOI I'; ROOF SHEATHING ATTACHEMENT SPACING n - CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5" +l- PRIOR TO THE ADDITION OF PLASTICIZER - SHALL BE TIGHTENED IN ACCORDANCE WITH ]TIE T I ERN O )FF THE NIJT MF IHOD. ,. _1, __. ,_.,, 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. IN FIELD ---I m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACT 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE CAL VANWE I I ; I1 1-1- .I ROI 1 S ARE TO BE S I EEL ZONE 3;3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 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 U BUILDING LENGTH THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE. AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) ` NOTE' GABLES DROP GABLE END & 11) ADD1 DROPPED 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @J J Z to LU B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. - TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-1I2" FOR #5 AND SMALLER 16"O C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2" FOR 96 AND 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" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S IEATHING ir o C #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ Do w EDGES & 12" O.C. MAX IN FIELD. UNTHREADED Y Ua SHANK TO EXTEND BEYOND THICKNESS OF ob SUB -FLOOR SHEATHING m A R C H I T E C T S Design I Group 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 87 Response Letter For the above listed project, the plans indicate 7/16" roof sheathing on sheet SN1. 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 9i Compliance Universal Engineering Sciences Should you have any questions, please feel free to contact me. Sin cer lye A41W bael C. Anders i3 F1eridi;Qrahiteat 7305 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www. abdesigngroup. com 3!0n c Reviewed for Code Compliance Universal Engineering bw Sciences FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 117F I'PE SPACING RFnAP:' APP11GAIION SIZE' TYPE SPACING REMARKS I: TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP:EXT. SHEATHING ATTACHMENT 1x2 PT FURRING TO M'A9F HARDFNrn,-,,,II n' O/C Ar A ,F DOOR BUCK 1 4 DIA TAPCON MASONRY 1 1!2" EMBED., END D'.ST.. .. P 11 I 1 ,•.I IJr, MASONRY ICONP !I M 1 1 YJRV f GNIl B..O/C PIO WASHER FASTENER 1 1/2" EDGE DIST. E SGD,T, EXT.DOORA 9 F HARDENED 1 1 ,11 WANT N F r F^" flIFl APAGFbOORROOK JIB DIP OR 4' EMBED., DIST., GO/C i x PT, SEE NOTE 5 rlAL Pw PJ I aTAGGERFO INTO ! NP NL r..I I T�, rdA'.ONRV/I.GPIC. 1'2 DIA'. EXPANSION BOLT 24"O/C(a/2"DIA) 24" O/C (J/2" DIA) EEND 3" EDGE GIST. ad WASHER WINDOW BUCK cnrF HARDPNFr) 0111 a-Orc: WINnowr ri rA 1no IFI IIFIAI .;TRAPTO- SPACING T EIS ENGI_MER P, 1 x PT, SEE NOTE NAII IPB"ICN-T ,TAGGPJT.FD INTnr4ANr, �u M,4)11RY/IONR. ©R EXT. SWING DOOR I'L?-1WRIA 1q`C,N" IL: FI UFU ,'FIII� IiII'i IP, OI'-' W)l LRFARING WOOD -CONTACT 1:2"" FXPANBION I 4' EMBED. 4"END RUCK 2x PT, SEE NOTE f, NO WA`3NFfI FA:.Tr !FR DIST FIB r NO1L I. TO 1A)IJC SLAB W/ WASHER I BOLT 24"OTC DIST., 3" EDGE DIST. 2. PT WINDOW BUCK G.1W RAP+; I ^, A.. J' F I'll" I I - _— PTTOSTEELCOL..SEF NH WA`iHFD-tAGGERFD Fr F III _ NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY S I HUC I LIRAL APPUCAT((INS 2. FASTENING OF GARAGE DOORS. WINDOWS ANI) EXTERIOR SWING DOORS TO FRAMING SUCKS SHAI I RE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI X-ZF HEAVY DHI Y PINS OR EQUAL. SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BII(K , SHALT BE THE STRICTER REQUIREMENT OF THE NOA OR I ITF 611ACINt; DFTAITED ABOVE 6. WINDOW AND DOOR BUCKS SHALL RE AS WIDF OR WIDER AS FHF DOOR OR WINDOW FRAME FXCF ('I FOR AN EX I I RIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2xMEMBERS ARE SECURED W, TAPCONS OR'I'AF TO THE SUBSTRAI E. SVSDIV. & LOT ,, CREEKSIDE PHASE 2 LOT # 8'7 PROJECT# 04321.200 087R1 _ - MODEL: 4EBB "1828-CALI GARAGE SWING: LEFT PAGE:• Y DETAILS to 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA MAR 2 2 2021 s�MICHAEL C. ANDERSON AR NO 17305 PR11gT BATE: 03 18 21 SCALE: 1/4"=1' — 0" =Mv