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Home My WebLink AboutBuilding PlansW Yt° a �r t5 dr i i y r K h+ �q Y�Y'R n, se4: c4 h 3� ry�6! V4'§ SIM 1 .aA\\�. \\ \qN .A j k kyF+ w n. .,{}{ice �h . Y9s.}.x-ter8'M1tl9lX r WI., +F Pitt, Wjl Nt J 3 t J 1430 CULVER E)RIVE NE PALM BAY, FL- 32907 Tel. 321) 733-7092 Fax: (321) 733-7 72 1j DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS FATE OF FLORIDA DATE DESCRIPTION �TIFIED BUILDING CONTRACTOR �A 1NG CODE, IMMUIN'1'1AL, Av sovE Lnv. iavAToxtir ... s. EDITION (2020) JA/C AIR CONDITIONING LUM.. LUMINOUS 01126118 Gp's ISSUED u �j ('� "� /� u �jT •nn�7 ADJ.ADJUSTABLE M.C. MEDICINE CABINET -- ARCHITECTURAL SHEET -ALL LOIN AND STATE CODES ALT.ALTERNATE MFR. MANUFACTURER --- -- - AMP AMPERAGE MIN. ` MINIMUM 01/15/18 2011 FBC UPDATE PG. C1—COVER SHEET rR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD M.T. METAL THRESHOLD 0111648 CD's RE -ISSUED E CL CENTERLINE MTD. MOUNTED --- ----- -- --- PG GN- GENERAL NOTES r. CONSTRUCTION TYPE CAB CABINET MIL: METAL 02n1n8 SIDING ELEVATIONS ADDED p PG Al -FLOOR PLAN 30 CULVER DRIVE NE -MIN. INTERIOR FINISH - GLASS B CLG CEILING N.T.S. NOT TosCM.P 03n6n8 Cp'St-ISSUED PG A2C-ELEVATION "C" BAY, FL 32907 -BASIC WIND SPEED - Vult'=160 MPH CLR CLEAR O.C. ON CENTER PG A2CELECTRICAL PLAN - - Vasd 124 MPH CPT CARPET P s. PROPERTY BUS ®4/19/IS FOOTING REVISION PERM. sow>=S PG P1-PLUMBING PLAN' '.EL. (321) 733-7092 EXPOSURE C C.T.CERAMIC TILE PH, PHONE 06121n6 CD'sRE-158UED PG Mi-MECHANICAL PLAN - -1-STORY RESIDENCE D. DRYER PLT. PLATE AX: (321) 733-7972 -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DBL. DOUBLE PLYWD. PLYWOOD 02/1WIS ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) PG DI -DETAILS D.G.DUAL GLAZED PR. PAIR 'PG D2—DETAILS AND STATE CODES DTA DIAMETER P.T. PRESSURE TREATED 02n2n13 PLAN MAINTENANCE PG :WA1 WALL ASSEMBLY DETAILS DIM. DIMENSION R. AISEA ;, DISP DISPOSAL RAD. RADIUS 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR PG WA2—WALL ASSEMBLY DETAILS Dr DEEP R.A.G. REFRIGERAIR TORILL 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL°BATSON (MELBA PG WA3—WALL ASSEMBLY RETAILS CAW IDR DOOR REF. REFRIGERATOR 7 ►SQ.FT. CAW. ►� Ds DowNsrour RM. ROOM PG WA4—NOT USED �j �; - 04n4/19 REVISED HVAG VOLUMES ON SQFT GALC SCHEDULE lMEL6.) SATE Q+ FLORIDALt .........- : DTL: DETAIL R.O. ROUGH OPENING — PG WA5 NOT USED '.ROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLfDCOREEXTDR O6n2/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/S1.1A (ORL) PG WAIS-WALL ASSEMBLY DETAILS 4' EA. EACH S.D. ' SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG ,< 06/21/19 ADDED LED LIGHTS e KITCHEN 4 BATH PER MARK BODES kl EQ. EQUAL SHT SHEET 1AICHAEL C. ANDERSON 01119n9 ADDED STONEION ELEVATION C t D (TAMPA) OPT y EXH. EXHAUST SHTHG. SHEATHING NO. 17305 LIVINGS 1525 SQ. FT. EXT. ExTERIOR sxwR: sxowER 09AI/19 ELEVATION 'Cs' SIDINGS -ADDED LOUVER 6 GABLE ROOF Ij F.G/FX FIXED GLASS SIM. SIMILAR - I GAR43E 430 SQ. FT. F G FUEL GAS SL. SLIDING 10/25n9 ADDED OPT. 8 -O' CEILINGS HEIGHTS ENTRY lip (DQ. FT. FIN FINISH SL. GL. SLIDING GLASS i..B. DESIGN GROUP, LLC FLR FLOOR STD. STANDARD 01/01n0 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS �, LANAI 88 SQ. FT. FLUOR FLUORESCENT SWS SHEAR WALL „ 2194 HWY A1A, SUITE 301 FR DR. FRENCH DOOR SECTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS IidDIAN HARBOUR BEACH, FL 32937 TOTAL 2362 SQ. FT. GA. FOOTING TEMP: TEMPERED GLASS ® OFT. 8'-0' CLG HCsT.- ADDED LEI) LIGHT IN FOYER GA. GAUGE TIK. THICK Tel: (321) 802-3591 A/C VOLUME 15�203 CU. FT. GAR DISP. GARBAGE. DISPOSAL T.O.C. TOP OF CURB 04/09n0 OPT. W-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE GL. _— INTERRUPTER T.O.S. TOP OF STAB 05/06/20 ADDED ELEVATIONS'L' s'M' (ORL) GLASS TYP. TYPICAL STRUCTURAL SHEET GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED 01/15/20 ADDED ELEVATIONS T'IG'-'MH'-'MS' (ORL) H.B. HOSE BIB OTHERWISE _-- PG S1-FOUNDATION PLAN HOLLOW CORE _ V.P. - VAPOR PROOF �`' 01/01n1 2020 FBC UPDATE DRAWING / CONTRACT DOCUMENT H.C. - PG S1.1A-DETAILS HGT. OR HT HEIGHT W' - WITH R �a, PG S1.2-DOWEL : PLAN REVIEW BY BUILDER TNSUL INSULATION WD. WOOD PG S1.2A-DETAILS INT. INTERIOR WDW. WINDOW HE BUILDER ASSUMES ALL LIABILITY FOR WiH WATER HEATER — - - PG S2-LIFT BEAM PLAN AND NOTES 1TI 'I'IIETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON - - --- - - PG S2.1A—DETAILS PG S2.2A-SAFE LOAD TABLES ' . ;Y ASPECT OF THE CONSTRUCTION (AS _ PG S3—FRAMING PLAN ' 1 ES GIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3.1A—DETAILS 1 l ,ED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1B-DETAILS RT2 Mn BUILD THIS PROJECT BASED ON THIS ,,., on + n NEVI • rr �. RA L)adG SET, THE CORRECT PROCEDURE IS FOR THE UI 711 TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR IF IATION) TO THE ARCHITECT OR ENGINEER FOR LA tCATION. BN GROUP WILL RESPOND TO ALL WRITTEN INFI ,WRITTEN/DRAWN FORMS IN A TIMELY AP P. AB DESIGN' GROUP TAKES NO E5 ' � IBILITY FOR INTERPRETATIONS OF 3b " CTION BY THE BUILDER WHEN NO RFI's HAVE El NFRATED FOR UNCLEAR ASPECTS OF THE 31 BASED ON THE DRAWING SET. L n. DESCRIPTION DESCRIPTION Reviewed for Code Con'phance Universal Engineering .Sciences 2194 H WY A1A, SUITE 301 INDIAN HP RBOUR BEACH. FLORhDA 32937 PH: 321-802-3591 www. a b d osi gngrou p. corn AA # 0003325 IL i i f Ank 4A Ilk r 11 �® &VSDI'`-r 8e LOT. CREEKSIDE PHASE 2 LO rIh # 118 PROJECT# 04321. 01 118R1 MODEL: 41EBB "1828-- CALI" GARAGE SWING: LEFT PAGE: COVER SrErET 160 MPH EAR C ARICHrrECT- STATE OF FLORIDA r Ff$ 2 2021. `. AWDERSON PRINK" 02 17 21 DATE: / / SCALE: 1 /q "-1' - 0„ SHEET CI TIMBER GENERAL NOTES THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) WE WORK 1 REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1 ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 1 ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH HEREIN. 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) FBCR 7TH EDITION (2020) UNO. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 2. WHERE BUILDING LOCATIONS ARE DETERMINED BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL C. SOUTHERN PINE INSPECTION BUREAU: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE D. TRUSS PLATE INSTITUTE: DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. IONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE EL NATIONS 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT, E. APA -1 HE ENGINEERED WOOD ASSOCIATION: 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. ENGINEERED WOOD CONSTRUCTION GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BL,OW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 1 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WOR . 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 HE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTIM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND�OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 5. THE ARCH ITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. OR THE FAILURE OF THE BUILDER TO CARRY OUT HE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED C ODE 3. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACT OR 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING PLUMBING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH 1/2-,AMAFLEX. SHALL MAKE NO STRUCTURAL C HANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENG IN EER, 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY CITY AND 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 8. THE CONTRACTOR WHICH COMPLIES WITH ALL LOCAL CODES HAVING JU RISTICTION, INCLUDING ALL APPLICABLE STATE, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOLITS SHALL CONFORM TO FBCR SECTION P3005.2. GARAGES AND CARPORTS ,3AMr 11. SWIMMING POOL, DECK, SPA, ANDASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1 GARAGE DOOR DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTI.QN P2603.2, B. DETAIL TO BE SUPPLIED BY GARAGE DOORS PPLIER 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 EXTEMORWALLCOVII3111INGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURE$'SPECIFIED FOR 2. AS PER SECTION R302.5.1 ' OPENINGS FROM A PRIV, E GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR PURPOSES SHALL NOT BE PERMITTED. OTHER OPE �INGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.20), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DE$IGN PRESSURE SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THA14 "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE ND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES,` 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Z8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID OPENINGS INTO T E THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. ON -METALLIC CLASS OR CLASS I DUCT BOARD OR DTHER APPROVED MATERIAL AND SHALL HAVE NO 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH GARAGE, ASTM-C926-18b, ASTM-CI063-19a & ASTM-C1787. SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA�BY NOT 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO T E GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19aAND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TOTHE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TORE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Universal Engineering 91 Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY IA1A, SUITE 301 INDIAN HAOBOUR BEACH, FLORIDA 32937 P 3 H: 2 _8 0.2-3591 www.abd signigroup-com L AA #- 0003325 r tog SIMDIV. CRE�EKSIDE PHASE 2 LOT #118 IPROJECT# 04321.201/118R1 MOIIDET� 4E13B "1828- CALI" GARAGE SWING. LE FT ]PAGE: GENERAL NOTES 160 MPH EXP. C ARCHIFIFECT- STATE OF ELOPJ DEB 2-2 2021 � MICFLAEL C. ANDIERSKN%Ild AR� NO 17305 W-%�M-tee anww� Ply T ]DATE: 02/17/21 SCALE: 1/4"=V-0" SEIEET GN f` Iq ,k. k: �y 'a r�l �t z� x� 41 At GROUND WIND DESIGN 9EISFTIG SUBJECT TO DAMAGE FROM WINTER ICE BARRIEt FLOOD AIR MEAN `NOW SPEED TOF'OCsRAPHIC DESIGN WEATHERIW FROST LINE TERMITE DESIGN UNDERTLAYI-LENT AZARDS a FREEZING ANUAL LOAD (MPH) EFFECTS" CATAGORYr DEPTt b TEMP' REQUIRED^ INDEX' TEMPI NA ISO C INA NEGLIGAEsLE I NA IvERY HEAVY 42 NA E SURVIEYJ NA I NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.%l THROUCsH FBC R302.94 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 ji -4" 15'-1m" 9l ( 6 (2) 3052-SH EGRESS s l2) 3 5Z-SH oI IMI I 1 1, 11 1 1 ZENI----------- LIVING LANAI I e BROOM V_V 1101 10' m° I - O, ®6068 SCsD. I di MOROOM #1 r 0 — — — — — - - B'-8' CLCx ROOOOMG iol, V-8' M.& 8'-O"4'-8' �'• 1,-m 6'_ 4'-4" �I ,0 1 C. — ti N I ----------- 4 billwic. I� — —b6 V. C. -- .,--- - SHWR PAN W/ ENCL _ _ _ _ _ J . . i i i REFI -SH IR-1SH SINK b24 ND 2,-8" 11 3'_m" ab36 14 0 A T--- LAUNDRY e,_BIG 01EN Al a iRisH �I 2- 5 8"� 6'-0 El 2'-4^ LL---�� 6'-8" B b36 RANCE rt-_-_� n- ry,� I IL11 �� Al F— E50 --'�BEDRooM #4 / �.8 ARCH V - 3-� LL----JCP o DEN C. IC , I � . • , V. . i �r �18" 1 -m' I N cv 111-61- 4' 3' 4" 3'_6" V 2'_8 -®" al co ryB 1_ I �tu ❑� �0 Al OC I r - rR-A,'15 1 aI i' ,� BEDROOMM 31_81I 6' 8" 3'-4 0 0 r2YxI;-4 -I Q II OND a C] L A GES— j n 11 B LAV. v 50LLARD > REQ. m I 1 L ��' BATH #2 As REl N '� PER BLDG. LI 8-8 CLCL CODE 0 GARAGE 8'-8' CLG V. 2'-4" N FOYER BEDROOM #2 3068 W - 36'X12' ;.tICTEM TRANS. 5 1/2 3' 5° 52211 ENTRY 8'-B'9D ARCH m , 1 (2) 3052-SH 16'-0'X7'-O'O.HD. -- ❑2 EGRESS — — — — — — — — — — — — — — — — — — — — 0, 2'-S' 3' 10" Im'-2" Ci7-7 I; 21'-4 4 _4 14'-m° FLOOR PLAN 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 -CORE STEEL 'DOORS NOT LESS THAN 13/0' (35 MM) THICK, OR 20-MINUIE 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 HWAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS NO�� 0; SQ.FT. CAMOS LIVING GARAGE ENTRY LANAI 1828 So. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.S CU. FT. OP6NQ8 BOUARE ZONE W Nffl VINO f;B41RC3 Mu TYPE FOOTAGE MIN. WINDOW 10 5! 4, CRITERIA EXTERIOR 5WINQ _ F8 5 33/-43 DR. MIN, CRITERIA S.G.D. MIN. 41 5 31/-315 CRITERIA 8070 O.H.D. 56 5 29.1/-31.3 SOFFIT N/A $ 31b/-38b BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = 1 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. COWROL DAIS 01/01121 i `BAR DETAIL A O Q IK O O LL LL W U1 W 0 � r- ij U DIM. VARIES ARCH DTL. B SCALE: 1/2 = I'- ON 2194 HWY A -LA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abd ,signgroup.eom AA #: 0003325 jI A ft �a 3I7H3IDD)I 8e LOT: CRE KSIDE PH SE 2 LO #118 PROJE T# 04321.201 118R1 MODE EBB r "1828--CALI" GARAGE SWING LEFT PAGE: FLOOR N.' PLAN ; 160 MPH_ EXP. ARCHITECT - STATE 6F'FLORIDA 'FEB 22-12021 MICHAEL C. ANDERSON AR NO 17305 Reviewed for Code PRINT' 02/17/21 Compliance DATE: j � Universal Engineering SC : 1 /4"= V — 0' Sciences ,s SHEET Al 1., +/-19'-0" BLDG. HGT 4' FREIZE BAND 8'-8" BRG. HGT OPT. COACH LIGHT S'-8" BRG. HGT. EQUAL EQUAL EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT TO CONTROL JOIN TO CONTROL JO!N ---------------- 6 12 m I 0 =�Amz l= ///`A �IIIU:01111�Me FRONT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103A OFF RIDGE VENT I�6 ,,,,—SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED BAND (TYR) BRG. HGT. 16'X60' FYPON DECORATIVE 04B SHUTTERS OR A QUIVALENT �T 4' RA15ED BAND (TYR) 00'-0" FIN. FLR. i 8'-8" BRG. HGT 41 A 0'-0' FIN- FLR. OFF RIDGE VENT v r- ❑ ❑ I115 k'"y IA TYP. r— ---------- -----------f�1 1 — Y -0" FIN. FLR. READ ELEVATION SCALE: 1/4 = V-0' TEXTURED FINISH 8'-8" BRG. HGT. - ---_ —_ —- 8 8" BRG. HGT. -- - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — — 1'-m" 1'-01, ■ 0'-0" FIN. FLR. ------------------------------------------------- 0'-O" FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT 0'-0' FIN. FLR.--------------- --- Bo 11 ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH BRG. HGT. 1_O -0" SIN. FL DECO. DT. A SCALE: I/2 = 1'-0' L MODEL 1828-CALI-4EBB 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 OFATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT(net free area) TOTALS OF VENTS REQUIRED = 3.41 TOTALttOF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOF SOFFIT REQUIRI 67.20 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigtigroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT# 04321.201 118R1 MODEL: 4EBB "1828--CALI" GARAGE S WING: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C ARCHITECT STATE OF oL IDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 DATE: 02 / / SCALE: 1 /4"=1' — 0" SHEET A 2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI IImV OUTLET EQUIPED WA31WD FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION Lip EXT G D FAULT TWWTTERPROOF TER SWITCH SWITCH 3-WAY OPER $4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT ©VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM PER SO. FT. VENT. FAN W/L IGHT I CFM PER SO. FT. 1 1r'C/,T�T VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT LICE -IT LIGHT WRAP AROUND ,q�D (RECESSED) ® 4'X2' FLUORESCENT RESCENT LIGHT°'I�It'ID AP20UN WRAP (SURFACE MNT.) T FLUORESCENT 4' PLUORESCUNT 4' TRAGIC LIGHT 0 PANEL METER O S.D. SMOKE DETECTOR BATT, BACK-UP UU HARDWIRE WALL MOUNTED MATT, BACK-UP SA. SMOKE DETECTOR W/ HARDWIRE MATT. BACK-UP W/ ® $/GO GARCON MONOXIDE Si•Idm DETECTOR HAYWIRE LATER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT LTA NATURAL GAS rl/ OUTLET ► TELEPYdONE JACK IUI'N WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MIN_ 10'AFF- AIR CONDITIONING �� TUNA. DISCONNECT 80E THIS SH ET TV TELEVISION JACK CEILING BOX REGIUME OJ-MOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED To ME suPPORTEDEa ININ CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION �•4 24'INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP 0 40'INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD PB. PUSH-BUTTON FOR CHIMES LAS PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER F'RE-CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FCR TTH EDITION (2020) 4 NEC 2IOJ2 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO NAVE MIN. CAPACITY OF 50 CrM INTERMITTENT MR ELECTRICAL PROVISIONS OF SECTION M15013 FMCR'ITH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR "IT14 ED (2020), • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FEG_ ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Ith EDITION R404J OPT.-------------------------� COACH LIGHT ELECTRICAL PLAN SCALE- 114' = I'-0' CE IL INIG MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN W P Panel MAIN - A PANEL: 8116 wp crt. breaker VOLTAGE: 1201240 V -I Ph MAIN: 1bU Amp M.C.t3 FEEDER' 3-#1'CuTHWN&1-46 u(Gin112"C. OR 3-92/0ALTHW'N&1-#6Cu(G)in11/2"C. Wire Pole Bkr .Description Circuit I Circuit I Wafts Description Bkr Pole Wire 912 1 20 Extedor Receptacle_GFI for TLG _ _watts _ 1200 1 2 Space #12 2. 20 Irrigation Pump - 1000 3 4 1 Space 5304 AlC C. UA 35 2 #S spare — --- 7_ 3 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120,1240 V'-1Ph FE EDER: 3- #1 Cu TWIN & 1- 46 Cu (G) in 1 1 /2" C. OR 3- MAIN: 150 Amp M.L.O. 4210 AL THWN & 1- #6 C u (G) in 1 1 /2" C. Wire Pole Bkr Description Wafts Circuit Circuit Watts Description Bkr Pole Wire -#12 1 20 Small Appliance 150D IT 1 2 8000 Range 50 2 96 #12 1 20 — _ Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance — - 00 150.1 - 5 6 4500 Water Heater 25. 2 #10 #'12 1 20 Retrigerata- _ _ 15()D 7 8 #12 1 20 Dining Room Lights and Receptacles AFCI _ 150D 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFIReceptacles 1200 11 12 1500 Dislnvasher GFI 2G. 1 #12 -#14 1 15 .Foyer !Hall Bed. tY2 8 #3/ Bath #2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Li>nng Room, Lanai Lights AFCI _ _ 15 16. #14 #14 1 1 15 15 Kitchen and Pantry Lights & Rcpts AFCI SD & CIO AFCI 900 900 17 19 18 20 1500 1000 Washer GFI _ Garage Door Opener OR 20 20. 1 1 #12 #12 #12 1 20 Laundry ! Bed #41 Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space __ 2_3 24 9U) Bedroom #1 AFCI 15 1 #14 - Space Space 25 27 26 28- 900 900 Bathroom #1 AFCI Exterior Lights and Recept OR 15 15- 1 1 #14 #14 Space - - _ 2.9 30 1000 Irrgation controls only. 20 1 #12 Space _ — 31 32 Space Space - _-- 33 34 - Space - -- Space 35 36 Space Spare 37 38 Space #8 2. 35 A/C AHU-1 (Heater �� KVA at 65% 5525 39 40 Space 41 42 Space Load subject to demand factor calculations i line 1CUD0 27600 Load subject to demand factor calculations Cline Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor _ —43800 First 10000 watts at 10(Y% 10000 _ .Remaining watts at 40°% 13440 _ _ Total A/C load _ _ 10929 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 volts) _ 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts & Rec 3 W / Sq. Ft 5484 Hi -Hats 1 at 65W/LI ht at 100%0 65 Total General Lights & Rec (Watts.) 5549 Ckts# vrattslckt TotaT?r.+atts General Lts & Rec Panel A 1 91 611-1 5549 I I I II' I I I ° � I I I 1� e � I I � LED LIGHTING C DOUBLE LAV. BATH 01 150 AMF ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL. MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH =11ION (2020J, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNnHWN UNLESS NOTED OTHERWISE, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 w COPPER (CU) IN 1-1/2" DIA SCHEDULE S0 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 THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Universal Engineering ID Sciences LED LIGHTING C SINGLE LAV. BATH 02 PROVIDE 3+2/0 CU, THUN + I% Cu IN 2' CONDUIT OR 3 04/0 AL, THUN + 1% CU IN 2' CONDUIT OR 2/0 AL. SE)¢ (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHAWa) 0 00MBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 31R ENCLOSURE 150ARP MC M TELZF4- h SERVICE ENTRANCE EGUIPhENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP D/L40 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EaLliPt ENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd(,signgroup.com AA # 0003325 SVBIDIV. & LOT: CRE I�KSIDE PHASE 2 LOT #118 PROJECT# 04321.201 118R1 MODEL: 4EBB "1828—CALI" GARAGE SVPING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 rsc■.rt a DATE: / / 17 02 21 SCALE: 1 /4"=1' — 0' SHEET 14,11 KITC -IEN SINK U1/ AUTO VENT 1-1/2' VTR- I i (ALTERNATE LEI=T) PLIUMBING RISER DIAGRAM PLUMBING PLAN 5GALE. 1/4 = P-0' s5' .xr ":z"`z'a( x' .. x. ,. 24; A.war. ,. -a. �., 61FIr. r'. -x gr a - ..., _ - . ,� .._ . .. '� _. .. _ ..uL.''.e s.. Reviewed for Code Compliance Universal Engineering Sciences'. >.194 HWY A1A. SUITE 30. INDIAN HARBOUR BEACH FLORIDA 32937 PH: 121-802-3591 www. a b d esi g ngrou p. co m AA #t: 0003325 k SL7BDIV & LO,7, ,, CR EKSIDE PHASE 2 LO li #118 PROJECT# 04321.201 118R1 MODEIx 4E8B "1828--CALI" GARAGE SWING: LEFT PAGE: PLUMBING:,' PLAN 160 MPH EXP. C L TECT FLORDA 2 LU[I ANDERSON 17305 PRINT DATE: 0 17 21 SCALE: 1 /4"-1' - O" SHEET pI R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 MECHANICAL PLAN SCALE: 1/4 = V-0' Reviewed for Code 91 Compliance Universal Engineerml Sciences Ad StMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT* 04321.201 118R1 MODEL: 4EBB "1828 - CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT 02 17 21 DATE: / / SCALE: 1/4"=1'-0" SHEET M I s ?e 4 i- <. 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLR Y FIN. PRE-FAB TRUSS 2X4 WOOD STUDS 024' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON- B RG. 3/4' -1' -0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER m, TYP. ELEVATIONS O.N. VENTED SOFFIT L 3 5/8, OR 5 3/8" 1/2' DRYWALL TOP CHANNEL (25 GA-)3 5/8' OR 5 3/8' I/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED iN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED iN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED 16" FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4" WOOD TILE FINISH SCREW WOOD BASEBOARD—� 1-STORY `FINISH FLOOR TYP. INT. WALL METAL STUDS //1A� (NON-BRG.) 9 f SCALE: 1/2'=1'-O" 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD , PER EL=VATION SEE ENERGY CODE FORMS INSULATION R-vALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 14 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL BD.— -, DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR. BOND BEAM - SOLID GROUT W/ (1)- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 5" DIA. SLEEVE, DO NOT CUT 2A�PIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=1'-O" 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED 77 DIRECTLY TO MASONRY k 0'-0' FIN. FLR_ a e d e - d AV e e a H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 505.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=r-O' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 61E 1 FIBERGLASS SHINGLES—\ WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—L-� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r�—CA„LK AND SEAL \ LINE NOT CUT I;• PPG SLEEVE F17R G,ma LRdE BOND a, CMU AM err•. uL. eD. 5ARS `''ram ISAW A. a 2I3 GAS LINE THRU BLOCK D 1 SCALE: -2X4 SPF 24' O?:. MAX.--, SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS—, 1/2' THICK, 2 COAT — PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL fEO. VERTICAL TRACK I MIN. BY MAUF. FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ a, emu SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REG. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANI.F.) OVERHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE c • 5' 2x FASCIA PER MAX. PRE-ENG WD. TRUSS --- Ax. o. ELEVATIONS PE:R ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE rOIZIS FOR - INSULATION/// THICKNESS AS PER R-VALUES "` PER ELEVATION SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI. 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION — STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE ', STRUCTURAL ' �' ix2 P.T. FURRING— —_ STRIPS a 24" O.C. 1/2' GYP. WL. `. BD. — , 8 CMU H1 WOOD BASE— -� OL 0'-0' FIN. FLR 8' CMU d ey '• a d e.a e a IAW/ WINDOW OPENING E TYP. WALL SECTION NO OPENING (5___�1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' 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 compiying with AAMA 500 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to the surface of the exterior wall finish. Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 371-802-3591 www.abdosigtigroup.com AA #:0003325 SUISDIV. & LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT* 04321.201 118R1 MODEL. 4EBB "1828--CALI" GARAGE SWING: LE FT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 MMMMEMMOOF PRINT DATE: 02/ 17 21 SCALE: 1 /4"=1'-O" SHEET JLJ TOP: 2X6 P.T. s CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUTS 7o 0 SECURE 2x4 ONE' FLAT TO BLK �O W/ MASONRY �0 NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR �O BOLTS, W/ 4• MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/8' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. IEI IIEr 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/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN W OF EACH END 4 18' O.G. MAX SPACING GARAGE DOOR 9 BUCK ATTACHMENT SCALE: In'•I'-®' 8' 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 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACW END 4 IS' O.G. MAX SPACING_ 2Xb: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MINIL EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/I9' TAPCONS (MIN. SHANK SIZE _145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OTC. MAX SPACING. L� 8' CMU I/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 +1 1/2" n NNDOVV TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O_C. MAX SPACING. 2X8: CEO 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. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER T/16' O.S.B,X 4' MIN. i— DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" � iW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/19p' 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: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE _145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IW O.C_ MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 19' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS_ NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" 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 1/4') WITHIN 8' OF EACH END 4 19' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SWANK SIZE _145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. 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' OZ. MAX SPACING. 8' 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 1/49 �,�.��, 4 ►�. 2X4: 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.G. MAX SPACING. 2X6: CEO 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.C. MAX SPACING. 2X8: CE33 SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. — 8' CMU F-j — 1/2' DRYWALL IuI 1'X4' n / P.T. NAILER 7/16" O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G 1YINDOW TO BLOCK +3 7/16" 2X4: CM 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18' O.C. MAX END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: CEO ON ON OUTSIDE 4 SECURED ON OUTSIDE 4 SECURED 93 SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE 70 BLOCK THROUGH NON-STRUCTURAL W/C2) 3/Ib' TAPCONS 3/16' tAPGON MIN. I-I/4' WK2) I/4' TAPCONS (MIN. 3/16' TAPCON MIN. I-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/49 g: CMU EMBEDMENT 1 1/4') WITHIN B' OF EACH END WITHIN 8' OF EACH END 8° GMLL 4 IS' O.G. MAX SPACING. 1/2' DRYWALL 4 18' O_G- MAX SPACING. 1/2' DRYWALL CMU 2X8: ® 10 ❑ 1'X4' 2X8: ® I"X4' Q }. O :•• • y —� in DRYWALL SECURE TO BLOCK P.T. NAILER SEGLLRE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING W/(2) 1/4' TAPCONS sr;. _;;,;} ::................ IX FURRING (MIN. SHANK SIRE .145 (MIN. SHANK SIRE J45 r— I' P.T. X 4' MIN. W MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/49 DOOR CASING pppR RIP 2)(10 TO 8-7/81W WITHIN 8' OF EACH END MEMBER WK2)126 WITHIN 8' WITHIN W OF EACH END FRAMING HOLD FLUSH TO 4,18' OZ. MAX OF EACH END 4 W TO 8' O.C. MAX 4 10' O.C. MAX INTERIOR FACE SPACING. SPACING. OF DRYWALL DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO MANUFACTURES DETAILS. PLUMB NOTE: BRIM A8 NEEDED TO MANUFACTURES DETAILS. PLUMB ENTRY DOOR BUCK JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4') RE UIREMENTS DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" K Kra Tn igmrK DDOW TO BLOCK +3 3/4" FwTNnnw +n" @ Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 2' C SuBmv. 8e LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT# 04321.201 118R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LE E'T PAGE: DETAILS 160 MPH EXP. f ARCHITECT: STATE OF-FLORIDA FEB 222021 MIC HAEL C. ANDERSON AR NO 17305 DATE: 02/17/21 SCALE: 1 /4"=1' — 0" SHEET D2 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 • 91 O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • T' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FORTIMBER BUILDING PAPER APPROVED METAL LATH FASTENED al (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR "I/16' TIP SHEATHING SYSTEM NNSTALLED PER \ a To 2 GAP MIN. LATH SHALL NOT BE CONTINUOUS 6• TO a• MIN. 6' To &- MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ / STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS OR —� STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.04-15' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A O1. FOLD INWARD a PT. A 2. CREASE • PT. B FOI a NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE II" MIK LAP o METAL LATH 6" MIN PAPER LAP BELOW ONLY_ / WRB LAYER $2, FORTIMBER BUILDING PAPER APER LAP SCALE: 1 1/2' - I'-0' ® KIC KO UT DETAIL LATH VERTICAL LAP TO BE Is METAL LATH NVTi=: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING NG (PER \ M*NUF. SPECK STEM (INSTALLED I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE; SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (12I-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY Be PATCHED W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK WOOD STUDS SHEATHING OR T/16' ZIP SHEATHING SYSTEM (MSTALLED PER MANUP. SPECS.) BUILDING PAPER LAP STUCCO 4 LAP LATH 3" LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL ® 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER WIMP. S# 694160 OI. FOLD INWARD • PT. A ® 1. FOLD INWARD PT. A l OR CMU 01, 7. VREASE . Pr. B LUR5 LATER :. CREASE . PT. B � Pr. C 3. CRFJAEE =^ STUCCO LURAP (FRAME ONLY) 3. CREASE • PT. C FOLD Pt. C OVER PT. 5 TILL pT. G TOUCHES F.� THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP LUR5 E TAPE OVER ® ®FOLD ® ROOF/WALL SCREED SHINGLE ROOFING PRIP EDGE. OVE EXTEND IA FLANGE WATER TIGHT SEAL. FOLD,22 Ngm CUT. J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) WRB LAYER n, FORTIFIBER BUILDING PAPER (FRAME ONLY) WREs LAYER "I, STUCCO WRAP (FROME ONLY) LAP LAYERS OF BUILPING WRAP OVER NAILNG FLANGE. STOP ZZwR I K' ABOVE MA S i'FIRArIE ONLY) PR ME OR CM EXTERIOR FASCIA WRAP SxS WALL FLASHING KICK -OUT FLASHMG (SEE DETAIL) IUATER TIGHT SEAL (BEND OR SOLDER DO NOT z (V Fal 1 • NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5"X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL t0 ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS rO " L" FLASHING- N.T.S. 4'x4' SELF -ADHERING MEMBRANE —� FLASHING (CoMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 11 APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PI, I Is OR LESS PIPE - -� PENETRATION CUT AND OVERLAP ONE SIDE OF ----/ SELF-APHERINCs MEMBRANE FLASHING EE INSTALL_ FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 51=7CTION NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NET 1s1IPIP` a 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 LASHING SELF -ADHERING MEMBRANE WRB LAYER F, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'x(p' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED WOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1963-19a, ATION DETAIL 0=F-,A`*01) Reviewed for Code Compliance Universal Engineering Sciences DRAIN)4GE FL)4NE (UJRE3 L/IYER #1, STUCCO WR)4P) UJR3 L yr' R #2 (1=ORTIF15ER—'—.—'— —'- 3UILDING F)41DIE-R) 1`s1T)4L LAa,T�4 X X X X STUCCO . a... '. WCDCD OR -1/1roII Zlfi WALL 5NEAT14ING 5E1-F-AD+4ESIVE FL)454NG — — — — — — NO rz: 1` 1E-.T,4L LAT�4: L)4T�4 TO BE RER 5ECT ION R-103.1-1 / )45T1%I C-B��-lea, 1"lfN. 2.5 LBS. PF' R 5Q. YARD (UTILITY OR NOI�'1 IN/4L LATH DOES NOT 1�1EET S1='ECIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:0003325 SVBDIV. & LOT: CRE EKSIDE PHASE 2 LOT #118 PROJECT# 04321.201 118R1 MODEL: 4-E13B "1828--CALI" GARAGE SWING: LEWT PAGE: -WALL ASSEMBLY DETAILS 160 MPH EXR C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 DATE:: /17 02 21 DATE: / SCALE: 1/4"=1'-0" SHEET AI I NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES P_721;�� BACKER ROD WRB LAYER "I, STUCCO WRAP YE R X3 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) 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 OOLL LL SI ES, Y4, CAULKING 6 JOINT 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, FORTIRBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (LUR5 LAYER 011, STUCCO WRAP) LURE LAVER #2 (1=0RT11=15ER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUGGO ....,... WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN, 2.5 L55. PER SQ. WARD (UTILIT'I' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 6B DRYER BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLl\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION SEALANT m I I a' CMU TOP E SIDES BLOCK 1/16' ZIP SHEATHING SYSTEM 0NSTALLED PER MANUF. SPECS.) OR %WOOD SHEATHING / WRB LAYER 01, /:STUCCO WRAP WRB LAYER 02, FORTIFIBER / BUILDING PAPER eMETAL LATH —T/8' TEXTURED f FINIS -I a WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® T' Off. MAX Ye' TOY,' MID -WALL �WEEP SCMED Z 0. �q -.I 6' WIDE STRIP SELF ADHESIVE FLASHIsO, GLEAN MASONRY BEFORE APPLYING V FINISH IN MASONRY — — —B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. /AM=/A I v Kt=L.=I VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / At cti 1t>=11 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ,0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR8 LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW GUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-7- BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRS LAYER 01, STUCCO WRAP 5TE F #1 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEFe_ #3 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E E ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP' "'5T E F 1* ( ) ELECTRICAL RECEPTACLE Reviewed for Code Compliance Universal Engineering ID Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesi911gr0u p.Com AA k 0003325 00 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT# 04321.201 118R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO T7305 rLMSAIM a DATE 02 17 21 SCALE: 1/4"=1'-0" SHEET µ ^e Y€ 1y J 4� .,,. , x a h^, ;f Q4 a w r ,a ti LEGEN1 DRAINAGE FLANE (WR5 LAYER #1, STUCCO WRAF) WR8 LATER 1*2 (FORTH=15ER 5UILDING PAPER) METAL LATH x x x x STUGGO :-I WOOD OR -1/1(0" ZIP'' WALL SHEATHING SELF—ADHESIVE FLASHING — — — — — 2 I/2" ®RNER BEAD CORNER BEAD (FASTENER 4 SPACING 6 1" O.G.) C;r u 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED D IREGTL'r TO MASONR r 0) B]LOCK Reviewed for Code Compliance tuUniversal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT# 04321.201 11BR1 MODEL: 4EBB "1828--CALI" GARAGE S WINO: LEfPT PAGE: -W ALL ASSIJ1VIBLY DE'PAILS 160 MPH EXP. C mom ARCHITECT STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 217 02 1 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET 2x6 SUB -SAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH -a CMU METAL FA 1� I� I� I I � 2X6 SUB f 1 1 METAL FASCIA � O WRAP Y8" FROM STUCCO, 1" FROM WOOD WALL ,1 �1 EXTERIOR WALL (FRAME OR CMU) 1> N, NOTE: NOTCH FOR 2X6 SUB BAND ONLY �\ I �ELEVATION. 14N 14 1 ROOF KICK OUT REMOVED �1 FOR CLARITY ROOF DECK (BEYOND) \ DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) �-1/8" TEXTURED FINISH -6 / WOOD, 1/2" TEXTURED FINISH e CMU 2x6 SUB -BAND W/1"x4" NOTCH \ ` END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH .000D SHEATHING 7R CMU 1JR5 LAYER *I, 5TUCCO LURAP (FRAME ONLY) JJRB LAYER 02, FORTIFIBER 5UILDINCs PAPER 'FRAME ONLY) ROOFING CEMENT DRIP EDGE ~IETAL KICK OUT NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' ->a" SCABBED TO TRUSS W/126 NAILS ro"-8" O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND _DETAIL ® WALL SUB BAND DETAIL C3 WALL WKIC K _OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH 10 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT -6 ROOF EDGE OMITTED FOR CLARITY 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 W/IYflx4" NOTCH END, WRAPPED IN PEEL e STICK *ROOF CEMENT -S ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 HWY AlA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www,abclesi,giigroup.coni AA #: 0003325 SiJHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT# 04321.201 118R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LE FT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCH rECT- STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 DATE 02/17/21 SCALE: 1/4" V-0] SHEET NVAO" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+44'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULESAND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, DINDICATES #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 48BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'9 AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" SEE PLAN 10" s FM-12x12 12" CONTINUOUS 12" - (2)#Fs FM-12x18 12" CONTINUOUS 18" - (2)#5's (+)0=0" FM-16x18 16" CONTINUOUS 18" - (2)#6s {+0"-0" FMC-12x18 12" CONTINUOUS 18" #5's #5 1N CURB VARIES F-24x24 24" 24" s S (-)0"-4" SECURE STRAP TO Al, SIMPS❑N WB coNc, w/ UNIT ROLL STRAP OR (2)-3/16'X2' EQUAL @ EACH TAP —CONS CORNER OF UNIT CONC.` `SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION Reviewed for Code ® Compliance Universal TO PAD DETAIL SciEngineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www.abd esigngroup.com AA #: 0003325 SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT* 04321.201 118R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT ]PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 'FEB 2 2 2021 MCHAEL C. ANDERSON AR NO 17305 DATE: 02/17/21 SCALE: 1 /4"=1' -- 0'1 FOUNDATION PLAN i9HEET SCALE: /4I = 1'-0.1 a EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS N. a. ' ° - e " SEE SLAB SCHEDULE d ° 4" CHAMFER (1-STORY) .° 6" CHAMFER (2-STORY) SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY +- 0'-0" TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING BOLLARD LAP %P PLATE A MIN. OF 48" AND N Wl 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 BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL +_ 0'-0.. TOP OF SLAB e ,�. '�J--M-'�'—ti a '�' x a a' -VARIES loo- ° e SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 'O 6" CHAMFER (2-STORY) LL JOINT (WHERE i ' SEE SCHEDULE APPLICABLE) z_ a' FOR WxD, BAR SIZE s` AND BAR QUANTITY N �.,�EXTERIOR MONO -FOOTING @ GARAGE w U W � 0 EL 2"CAPPED GALVANIZED PIPE O a W/FLANGE @ BASE Q a J Q o Q O M Q SECURE FLANGE TO F 0o SLAB WI(4) 1/4" X 2 1/4" C7 TAPCONS J O 0 SCALE: 3/4"=V-0' VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK G Pe RE B .PLATE TO LA d MASONRY NAIL TAGGERED. NIONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE ?IOR SEE SCHEDULE FOR WxD. BAR SIZE D BAR QUANTITY INFOUNDATION OD WALL 9 SCALE: 3/4"=1'-D" (NO LIFT) SCALE: 3/4"=V-0" NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 8", UNO 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"=l'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU +- U._U. TOP OF SLAB SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEESCH�UULE �e FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30" MIN. EACH WAY MONOLITHIC FOOTING a P' 'a av r a a v. FM CORNER BARS, SAME SIZE AS LARGER BAR v al IN FOUNDATION WITH 30" LEG EACH $ " WAY AT ALL CHANGES IN DIRECTIONS ..a - SO THAT THE STEEL REINF_ IS CONTINUOUS b - MATCH AMOUNT OF CONTINUOUS BARS �b a..P. I .. "ILL CONTINUOUS STEEL MONOLITHIC b' FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 4B" A NAIL W/ 16d COMMON NAIL 2-ROWS 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2\BEARING— WALL W/No 2 STUSPACINGETO BE PP 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" TOP OF SLAB ' SCALE: 3/4"=V-9' VERIFY HEIGHT OF WALL WI PLAN PROVIDE BLOG4 PLATE TO SLAB W/ OfEDGE ANCHOR Wl2" R SET IN HIGH STRENGTH 5-1/2" EMBED MIN @ 1 Y OC SLAB SCHEDULE S EQ. EQ. SEE xI ULE FOR WxD. BA IZE —" AND BAR QUMT INTERIOR CURB FOUNDATION WOOD WA SCALE:3/4"=V-D" (W/ UPL POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 41� 112" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS. 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE TOP OF SLAB Lu w Q 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. FOR NRY SET EV: .'A ° mod. d _ EQ. EQ. SEE SCHEDULE FOR WxD. BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=V-0" (NO UPLIFT) 99 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J StMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT* 04321,201 118R1 MODEL: 4EBB "1828--CALI" GARAQE S WINCF: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO T7305 DATE 02/17/21 SCALE: 1/4"— 1'— 0" SHEET S1. 1 Oal in" 2'_4" 3.43.. 19'-01, 10'_6" DOWEL PLAN SCALE: 1/4" = T-0" Reviewed for Code 1P Compliance Universal Engineering Sciences 2194 ~ AlA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www.abdPsigngroup.com AA #: 0003325 SXMDIP. & LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT* 04321.201 118R1 MODEL: 4EBB "1828---CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C M22 FEB MICHAEL C. ANDERSON AR NO 17305 DAME 02/17/21 SCALE: 1 /4" =1' - 0" SHEET S1. 2 1 ■ TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTEDBOND'BEAM VARIES PER ELEV ° . Z ° s ° °� N a. d ° °- Q -- p CLE N OUT REQUIRED <- FOR INSPECTION Q 00 .. I !Y Q .l o • 0'-0" FIN. FLR. -A '° ° TIE ERTICALREBAR d ° TO HORIZONTAL . _ . •d.e` REB6,R W/ 10" HOOK _Z 0f LLI �0 rn U HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=l'-0" Z_ _d a U } W mU_ OD 0- OD J of U) O io 0 r� ° EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z_ 6" PVC CHASE N THRU FOOTING r BAIR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND I SPACING REQUIREMENTS 8" CMU WALL +_ 0.0,E TOP OF SLAB ° SEE SLAB SCHEDULE Y 4 "CHAMFER (1-STORY) 6" CHAMFER (2STORY) ° MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD BAR SIZE • i ° ` < ' d TOP OF SLAB ..a �Q ° °.rNI e °.:. e n .p..d d a 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE AND BAR QUANTITY PVC CHASE (DTHRUFOOTING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR b IA. #3 18' #4 24" #5 30" #6 36" #7 42" I_. #5.BARS MEI � 4-0 Vol" ov CMU UNIT DIMENSIONS ARE NOMINAL SIZES I fM i•. r x MASONRY SYMBOLS 3 SCALE' 3/4"=1'-0" 93Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrou p.corn AA #: 0003325r 40 1 n I , i 7 i i t i I i% { 4 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W1 (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER F STER 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 BASE[ ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OFWINDOW, 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 ENGIMEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDERACCTUATED FASTENER, ZF 72 P8S36,.177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAVE ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DE IE IGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. sM. .�0. 8F 16-1T/0M/0B 8F16-1T10M/0B 8F16-1T/0M10B b o U- x c c GT 8F24-1T/0M/0B .�P BEAM SCHEDULE RRR= 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 C F SL/ B ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 13131 MASONRY 3000 8X8 (1) #5 1 N/A GROUTE I SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 6 21 M LLi 00 LL 00 UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-81 , UNO, LIFT BEAM PLAN. SCALE: 1/4" = 1'-0" feii9millil Reviewed for Code it I A Compliance ffllll� Universal Engineering lZi Sciences 2194 HWY AIA. SUITE 301 INDIAN 11-802-3591 RBOUR BEACH. 6 FLIDA 32937 PH: www.aosigngroup.comA: 0003325 Mft%wo 4movi I V1 SXY3�iDIV. Be LOT::kj,i CREEKSIDE 1 PHASE 2 LOT #t18 PROJECT# 04321.201/118R1 MODEL: 4EBB "1828 CALI" GARAGE SWINC?r: LEFT IPAOE-. LIFT BEAM 11 PLAN AND j NOTES P C 160 MPH EXP. C ARCHUECT STATE OF FLOHDA 13 2 2 2021 k41CHAEL C. ANDERSON AR NO 17305 '0 PRINT DATE: 02/17/21 SCALE: 1/4"=1'—O" SHEET 2 A NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 00 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL PLACE STEEL \ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING , 0: REINFORCING L2 HEIGHT. ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST —115 4\ \� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" �p / O��P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND #5 CORNER BARD BEAM M LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. VERTICAL REBAR W! 10' HOOK' �\ ��0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP 2 8x16 DBL. BOND - -- TOP OF z BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE \\J 8x8 BOND BEAM TOP OF W/ (1) #5 BAR BOND BEAM F F = FILLED W/ GROUT 30" TYPICAL . . ENO U = UNFILLED GROUT SOLID FROM --- _'6T,O�P ; S1\� NOMINAL # OF#5'S, IN 2ND BOND LINTEL TO TOP OF BOND -""OF OPENING #5 BAR IN BOND BEAM WIDTH BEAM COURSE BEAM, IF FILLED LINTEL SEE NOTE 5 001�a 16-1 T/1 M/OB 8x8 PRE -CAST CONCRETE P�5 Q�Q NOMINAL—'*� LINTEL W/ (1) #5 BAR (1-2)QQ� HEIGHT #''OF #5'S, TOP LENGTH OF BAR = WIDTH OF .` MASONRY 2 $ OPENING-2" CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE BEAM DESIGNATION OR P, THAT.XFXX - 1T/1M/0B INDICATES A DO 8x8 PRE -CAST REINFORCING F BOND BEAM B DOUBLE BOND BEAM P 0 CED INB INTEEL^ LINTEL, W/O STEEL ONCRE REFER �' SCALE; 3/4"=1'-0" AND XFXX - 1T/DMlOB INDICATES A SINGLE BOND BEAM SCALE: 3/4"=V-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX—1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 f TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 ; 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT �I I a 3.14' 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST a. OR DRIVE PIN (MIN SHANK g WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" r a SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" m EMBEDMENT I1 TAPCON OR DRIVE (MIN SHANK SIZE.145 MIN HEAD (�1 SIZE .300 MIN EMBEDMENT 1. 2X4 SOLID BLOCKING 1/4') 8" FROM EACH END AND SECURE TO SHEATHING W/ 18 O-C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA.. END EMBEDMENT V/7/16" OSB SHEATHING f- TYPICAL MASONRY WINDOW cMuwALL Ell SILL CONSTRUCTION1 � 4' SCALE:11/2"=r-o'� 5 ARCHWAY FRAMING DETAIL �� SCALE 3l4"=1'-0" "sad r, 4` , ��71 • - i SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF i FILLED CELL BOND. BEAM. °n I w Reviewed for Code compliance Universal Engineering Sciences PROVIDE #5 BAR STE EACH SIDE BOND.BEAM EINF.OF O LEVATION OND. B CHA E ' CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"= 0 2194 HWY A1A. SUITE 30J INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #:0003325 i � e u i 1 (,I u 3 W � i i p i I r E; u ARCHfTECT- STATE OF FLORIDA FEB 2` 2 -2021 MICHAEL C. ANDERSON AR NO 17305 a,- PE2INT 17 21 DATE: 02 �_ SCALE: 1 /4"=1' --0„ SHEET Ste 1_A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSI—F SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PREC:AST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-W 16-1TlOB 1T/OB 1T/OB 1T/OB -1T= TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8/20-tr 8/24-1T 8/28-1T 6W-IT 818-IB 16-1T/1B 1T/1B 1T/1B 1T/1B -lT/1B 8/8-2T 6/162T 6n0-2r 0124-2T 8r1a2T 6i32-2T 3'-0' PRECAST 1436 952 3114 4217 5321 6428 7531 3'-0" PRECAST 689 1024 3'-6' PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6365 7708 9031 10000 1569 3524 43" 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4785 5587 41-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815_ 4570 5325 6079 1961 6113 7192 6524 7627 6751 1363 3000 3815 4570 5326 8079 4'-0" PRECAST 819 533 1770 24M 3033 3686 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1825 5743 7547 6752 6541 7585 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2580 3123 3886 4249 5� -0" PRECAST 411 411 5'-4" PRECAST 1010 1806 2374 29" 3513 40" 1319 4460 7196 7342 5780 6259 1016 2276 26M 3300 3961 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 1 3470 5' -10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3893 5877 6036 6548 5776 929 2080 2593 3107 3820 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 --- ism2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3885 T-0" PRECAST 303 534 T$' PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2428 2827 3228 914" PRECAST 428 633 1593 2204 2481 2818 2621 9'4" PRECAST 192 384 W40 PRECAST 454 586 767 948 1120 1310 839 1674 2298 3081 4099 4899 572 1318 1643 19M 2164 2519 10'$" PRECAST 388 487 1247 1767 1904 2183 2028 10'�" PRECAST 151 301 10'�' PRECAST 356 488 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 I V-4" PRECAST 330 544 1312 1742 2252 2888 3030 11'-4" PRECAST 132 417 11'-4" PRECAST _ 430 406 530 653 777 872 5" 1312 1742 2252 2868 3552 466 1042 137'2 1643 1470 1710 12'-0" PRECAST 308 507 1210 1598 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 388 476 587 698 783 507 7210 1596 2048 2588 3171 440 940 1300 1580 1314 1476 17-4" PRECAST 270 433 1045 13M 1732 2157 2535 IT-40 PRECAST 82 298 13'-4" PRECAST 308 303 393 464 575 645 414 1045 1305 1732 2318 2005 398 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1808 19M 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 —1192 526 009 390 978 1272 18oe 1950 2389 378 717 961 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-$" PRESTRESSED 239 422 506 an748 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'�" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'�' PRESTRESSED 224 387 484 _ 574 684 793 412 1014 1340 1703 2118 2513 230 618 908 1134 1353 1572 1 T�" PRESTRESSED N.R. NR NR NR NR NR NR 17,-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 MIS 451 587 680 300 855 1121 1413 1739 2047 192 506 720 501 1135 1312 19'�" PRESTRESSED N.R. NR NR NR NR NR NR , 194" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 286 - 348 — 430 513 595 235 738 959 1200 1487 1718 166 429 623 am 950 1098 21'�" PRESTRESSED N.R. NR NR NR NR NR NR 21'-C PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1188 1488 142 373 537 690 816 _ 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR �-0" N.R.PRESTRESSED .. 116 � " -0 PRESTRESSED 137 226 290 359 426 497 185 550 784 992 1203 1381 137 1 358 513_ 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 248 302 — 360 418 129 450 854 824 1014 1147 124 319 455-- 581 887 793 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering ® $ClenCeS 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:0003325 oiIIIIII Stmmv. 8e LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT* 04321.201 118R1 MODEL: 4EBB "1828 -CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHffECT STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 J DATNT E• 02/17/21 SCALE: 1 /4"=1' - 0" SHEET S2.2A fi f tf 1' F of jk r � i / g FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR:_ SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x-1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTSOF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAMANDTRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BAS D 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 CHO DS 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. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE. FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN GIRDER/TRUSS W/2X6 BOTTOM CHORD N-2x4 SCAB NAILED TO END JACK TRUSS BOOM CHORD WIMIN (4) 1 d \ iRE APPLICABLE NAILS FOR EACH CHORD CONNECTION A DISSIMILAR BOTTOM CHORD iSEO W/2X4 -OMI CHORD BRACING/BOTTOM. CHORD BRACING 3RACI G @ END DISSIMILAR BOTTOM CHORD BRAC IFOR EACH CHORD ® MID RUN M U) U U U 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. U 0 6 04 V .3 Reviewed for Code Compliance. ER Universal Engineering Science$ 2194 ~ A LA. SUITE 301 INDIAN HARBOUR BEACH. FLOP, 1DA 32937 PH: 321-802 3591 www.abdesigngroup.com AA 0: 0003325 i mano Ilk MR �� I 4\ a LAU 11 � y fi�S h; StMDIV CREEKSIDE PHASE 2 LOT #118 rl PROJECT# 04321.201 118R1 MODEL: 4EBB 9 i "1828-CALI" ARAGE SUITING: LEFT (, IMAGE: FRAMING PLAN { 4 160 MPH EXP. ARCHITECT - STATE OF FLORIDA I FE6 2 2 2021 j MICHAEL C. ANDERSON xy AR NO 17305' DATE: 1 02/17/21 SCALE: 1/4 t1=11- 0" FRAMING PLAN SCALE: 1/4" = V-0" SHEET S3 ENGINEERED WOOD TRUSSES-- — PLYWOOD SHEATHING. SEE @ 24" 0/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH — (9) 10d x 1 Z" NAILS TO TRUSS PLYWOOD SHEATHING, SEE T "ROOF/WALL/FLOOR (1) SIMPSON HETA16 - # 1100 UPLIFT SIMPSON HTSM20 W/10 1Od TO —� l B{(9 SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4) 114" x 2 1/4" SHEATHING (12) 16d x 1 z NAILS TO TRUSS FASTENER SCHEDULE" (9) 1Od x 1 z" NAILS TO GIRDER. PROVIDE 5" 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3° TITEN 2 ANCHORS TO CONT POURED LINTEL DBL STRAP. 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP #2 2" x 4". CONJUNCTION WITH .. '.'' ACCOMMODATE GIRDER HTSM20 INSTALLED ON -- PRE-ENG TRUSS (16) 1Od x 3 q" NAILS TO GIRDER AND 6% 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT '.� ' TIEDOWN REQUIREMENTS. OPPOSITE FACES (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR 10 BLOCK WALL 4N/1010d TO WITH (12) 16d x 3 q' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ,x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) 8' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS- ; IRDER 2x SECURED W/ (3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD (2) Z" x 5" TITEN HD TO CMU AND (18) SDS 4" x 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA 3" TO GIRDER GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2} SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED W/ (3)16d (2) Z" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" AND APPROVAL GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 )be 3/4"=,'-0' TYPICAL ROOF Q v — SCALE GIRDER CONNECTOR(S) 2a 2b 2c SCALE:3/4"=,'-0" SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-O" O.C. (AT SHEATHING 0'4" TO 30'-0" (1) "X" BRACE SEAMS) 30'-," TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK WI 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/lX4) FROM CENTER TO END. WASHER SET INHI OR 10'-0" MAX (W/2X4) 6H 2x WOOD FASCIA. STRENGTH MIN. EMBED. AT 32" OC SEE ARCHITECTURAL MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO2x8 P.T. PLATE W/ 12d's 8" BTM. CHORD BRACING, SEE STIFFBACK (AS PER O.C. MAX Lu PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ b j CJ a MAY NOT BE (2) 1 Od's @ EACH TRUSS N REQUIRED TO BE INSTALLED @ 10'-0" O.C. MAX. a. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. "+ •4' , 1x4 BTM. CHORD BRACING 6-0" O(C - - END WALL OR OTHER MAX-. OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF O/C COMMON CQM NNAILSATEAC CHORD SAT EACHCHQRDBTM. DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. SECTIO CHORD BRACING 7 � SCALE: 3/4"=1'-0" PRE-ENG D TRUSS G V SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4*D o� USED SO LONG AS THEY CONFORM TO THE HOLE EDGE a' T HOLE DIAMETER TER FO L LOVVI N G <2/5*D SGL. STUD OUTER OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1. AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE '--,—HOLE SUBJECT TO F1 AND F2 FORCES. BTM. Reviewed for Code PLATE < 3/5*D DBL. STUD Compliance Universal Engineering Sciences ` ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" SCALE 3/4"=1'-0" 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigilgroup.com AA #: 0003325 svBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #118 PROJECT* 04321.201 118R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C M) ARCHITECT- STATE OF FLORIDA fEB222021 WCHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 17 21 SCALE: 1/4"=1r-0" SHEET S3. 1 A I PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEENTRUSSES -- 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/ 112" IA. ANCHOR BOLT W/2" WASHE SET IN HIGH STRENGTH I EPDXY 6' MIN. EMBED T 32�OC MAX SECURE GAB E TO 2x8 P.T. PLATE / 12d s 8' O C MAX . 0 CONC. POURED . LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"--FT- Reviewed for Code Compliance ID Universal Engineedng Sciences Ll4 HWY A1A. SUITE 301AN HARBOUR BEACH,FLORIDA 32937 PH: 321-802-3591 w.a bdesi gngrou p.com AA #`. 0003325 i i IU 5 1 I �'01Ikk 1\ w f: A / r, SIUBDIV. 8e LOB': LOB': PHASE 2 LOT #118 r PROJECTS 04321.201/118R1 MODEL: 4EBB _ "1828--CALI" GARAGE SWING: 4+ Yoj LEFT AGE: 2 Fi y1 a) NAILS �t F 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA FE13 2 °7 2021 MICHAEL C. ANDERSON AR NO 17305 INT : 02/17/2,1 5 CAIM: 1 /4"-10 — 0,. SHEET �I c v i x� 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACINGIS PRESENTAT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10- HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONN(SEE— DETAIL FOR STRAPPIN 1x2, 2x WOOD FASCIA CO NECTION PER TRIL SS MFG. SEE ARCHITECTURAL 2x SECURED W/(3)16d ENGINEERED NOOD GALV. COMMON NAILS. TRUSSES @ 2 VOIC, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROV L SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE (----�,GABLE END PRE—ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'-0" SIDE VIEW VTCR SPACING (1) AT EA, nnln F,-N, n. PRE—ENGINEER�� VALLEY TRUSS CONNECTION' SCALL: N. I.S. Reviewed for Code Compliance Universal. Engineering 1B Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ' t i CREEKSID PHASE 2 LOT #118 a a E�OJECT# 04321.201 f 118R1 C Er.! 4EBB "1828--CALI" 07ARAQE S WING-: LEFT #:.o DE'TAILr 160 MPH EXF''. r ARCHITECT TE OF FLORID; FHB 2 2 2021 9ICHAEL C. ANDERSON Mr AID NO 17305 i PRINT 02 1'7 �'1 "s1 DATE: / / tl SCALE: 1/4" V-0" SEiEET I S3o1( .. - GENEPA , NOTES: .ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W' STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: "A„ n" GABLE - END ARCHITECTURAL ' ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS:. CONSULT NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON. STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ALL WOOD FOR BEAMS, B 14ALL B WALLS, SOLE PLATES, TOP PLATES; BRACING, LEDGERS, BLOCKING, T" F - ACI 318-14, BUILDING CODE REQUIREMENTS ELASTICITY CRIPPLERS, SILLS,,4ETC., SHALL W SOUTHERN PINE ITO. 2 O BETTER. R = NCR PSI AND A SHALL L B OF 3R 2N `..d �:�.11 ; 3t PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE. a aFv; 2N 3+ FOR STRUCTURAL CONCRETE, TMS 402/602-16AISI SPECIFICATION FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 0 a ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY O ® ®11; SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR.SITUAT10N ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BERATED TO RETENTION LEVELS OF 0:42 PCF FORDOT OR MORE. NAILS, SPIKE, BOLTS USED ® O 0 v EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED.GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 0 0 v EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %:" OF HEARTWOOD. 0 ALL DIMENSIONS AND CONDITIONS MUST. BE VERIFIED IN THE FIELD. DO NOT SCALE THE MINIMUM NAILING PER FBCR 2020, 7Yh EDITION. SEE NAILING SCHEDULE ON PLANS. 0 0 0 DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: - TOTHE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 0 0� 0 0 ® OFITHE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER 2E 1 (2R� 2R 1 2E O �A ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS.SYP #2: , O THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLEAFTER THE BUILDING ,IW„ „A„ "A' IF IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD. SHALL NOT BE IN CONTACT WITH CONCRETE: SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, S'-"=STING, WOOD TRUSSES: 0 0 0 0 0 WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE 0 TE PO ARY BRACING, GUYS OR TIE -DOWNS ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL p 00 0 TH COI TRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-O"AC, EACH WAY. TO E DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND ® ® 0 O ®O 0 RE UIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. - SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 0 0 ® O V Iq DONOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL "! 0 0 0 TO! WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTMA615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 v O O U O 0 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED 0 O O ® O „ GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE v "0 o c> V DESIGN LOADS W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL 2R O 0 0 2R 0 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCS.ILATEST EDITION" ® 0 90 O P AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S 0 0 ROOF. LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, 0O0 2R 0 2R 0 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS #4 BAR - 25" #6 BAR - 36" 17 0 0 ®� 1 0 0 0 0 v 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42'' O O O 0 � TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR,: SEE DETAILS LOCATIONS WITH GUSSETS,. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR V 0 0 00 O 0 �^�' DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOUVER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88:1990. 0 0 0 0 ® 15 psf TOP CHORD 20 psf TOP CHORD ®® ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. TO psf BTM CHORD 5 psf &TM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT 3 0 0 0 ® ® ® ® Ca 2E. 0 V V V ® 0 3 a DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AN WALLS FOR APPROVAL. �-�7 c STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF &FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING "A^,k,r WIND : DEAD LOAD SPEED =160 MPH 3-SECOND GUST HIP ROOF (ASCE 7-16 (FBCR2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ROOF WIND DES+IU+ PRESSURES' LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE:1Opsf, UNINHABITABLE ATTIC WTHLIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NET (GROSS) ASCE -16 STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) ZONE 1 = 23.79 SF (33.79) N HANDRAILS200 sf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ZONE 2 = 39 48 SF,(49.48) AND DE KS: 40psf, GUARDS AND P PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION ZONE 3 = 67.16 SF (77.16) VEHICL�GARAGESSOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 36Psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "A"= 4'-0" END. ZONE DISTANCE 40psf S LICENSED PROFESSIONAL ENGINEER. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE BASIC WIND SPEED: 160 MPH SHOP DRAWING "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY FACILITATE THE WIND EXPOSURE: "C' H STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED.BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS AREA GIRDER TO FACT LI RISK CATAGORY: II SHOP DRAW NGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. PRESSURE COEFFICIENT +- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ROOF DIAPHRAGM ROOF/ WALL/ FLOOR DRAWINGS SUBMITTED WITHOUT REVIEW WILLBE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH EXP 1 (4 FOR ITIO US TILE AND METAL ROOFING, USE MIN. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000. PSI AT 28 DAYS, UNLESS R 19/32' STRUCTURAL SHEATHING EXP SHEATHING 1 (40/20) (SEE TABLE FOR FIELD DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED UNLESS OTHERWISE SPECIFIED IN SPECIFCOURSE NOTED OTHERWISE E FOUNDATION PLAN. THE GROUT MIX ONLY AVEMECHANICAL A MAXIMUM AT WRITING BY THE ARCHITECT. CDURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION AND EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 1Od RING SHANK GUN TO CONSOLIDATE GROUT. PARATION: „ ITS PRE - " " " EXCLUSIVELY N THIS PROJECT. MORTAR SHALL BE F NDATIOW S S MORTAR SHALL BE USED EXCLUS EL 0 NAILS 4 O.0 ED GEWISE 2x4 BLO CKING ALL PANEL JOINTS W/ IN 4 OF FOUNDATION/ TYRE M OR O @ REQUIREMENTS NAIL REQUI E OF 2D00 f -DOTING GABLE END.. RING PRESSURE SIZE HEAD LENGTHDIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2^ 0.131 RSRS-03 SCREW SHANK 170,000 RING PER I RINGS PER INCH) 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK RSRS-01 RSRS 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS KAF I tK UK I KUOJ ROOF SHEATHING EXTERIOR SHEATHING \ USE 1 /2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8, BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH I, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACFEMEWSPAICING N*TE7 GABLES -DROP GABLE END & (1)ADD'L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SY ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS @ 4" O.C. ` TOP &BOTTOM EDGES co J_ V V z � Z W Y @ Q U = O rn z Z IY Z W Z V 0 LU 10d RING SHANK GUN NAILS z @ SEE "ROOF SHEATHING ATTACHMENT" = Ci TABLE FOR FIELD SPACING co O Z V it O TYP. EXT. SH ATHING ATTACHMENT FOR STRUCTURAL ROOF \, SHEATHING @ WLu W 0 0 LU Y @ U b D O #8 2" DECK SCREWS @ 6%8" O.C. MAX @ EQGES & 12' O C. MAX IN FIELD. UNTFIREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEA PS PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS. OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS' THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS. DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THATTHE MINIMUM DESIGN BEARING. CAPACITY, AND THATTHE COMPACTION REQUIREMENTS HAVE BEEN METSHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE P CONCRETE: CONCRETE SHALL ACHIEVE. MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9THEDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM Z A500/A500M, GRADE B, Fy= 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE FOR S, Fy = 25500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. o 3000 PSI REGULAR WEIGHT FOR BEAMS,. COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. m II CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS VVITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM. F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS. CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T +I- PRIOR TO THE ADDITION OF PLASTICIZER. CJy,'NCRETE SHALL COMPLY WITH. ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS. ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TOTHE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. @ REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. - B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.1/2"FOR #5 AND SMALLER 2"FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1'-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING - 'REMARKS 1.2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 8" O/C 1 1/2" EMBED., 4" END DIST, MASONRYI CONC NAIL 1 1f2" LONG. 8" 01C TO NIASONRVICONC. NO WASHER FASTENER 1 112" EDGE DIST. SGD, AL EXT. DOORS - CASE HARDENED COIL 9" O/C WINDOW/DOORI FASTENED GARAGE DOOR BUCK 1R" DIA. W! EXPANSION BOLT 2A" O/C 4" EMBED., 4" END DIST., I PT, SEE NOTE 6 NAIL 1 112' LONG. STAGGERED INTO MASONRYICONC. TO MASONRY/CONC. WASHER 3" EDGE DIST. p CONTACT THIS ENGINEERS FOR PACING WINDOW BUCK CASE HARDENED CO IL - 9"O/C WINDOWfDOOP/FASTENED METAL STRAP TO I PT, SEE NOTE 6 NAIL 1 UT LONG, STAGGERED INTO MASONRY/CONC. MASONRY i CONC. REQUIREMENTSSION 112 EX PAN 4 EMBED. END BUCK 2xPTSEE NDTE6 ND WASHER FASTNER 18 O/(, D11/2"E 2' EDGEENSDT WALLT000 CNG WOOD SLABE W/WASHER BOLT DIST EDG DIST. 2x PT WINDOW BUCK 0.138" RAF x 21/8" 9" O/C 4" END. DIST., 1 In" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST NOTES NO7fi8 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI. X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE . 6. WINDOW AND DOOR BUCKS SHALL- BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME, EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED Wf TAPO®NS OR PAFTO THE. SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591. www.abdesigngroup.com AA #: 0003325 a-x s: J r I wy+, R U33DIV. 8e LOT, CREEKSIDE PHASE 2 LOT #118 PROJECT* 04321.201/118R1 MODEL: 4EBB "1828- CALI" LEFT r DETAILS �160 MPH EXP. (_J ARCHITECT STATE OF FLORIDA 1 i 'FEB 222021 IOT' AELE C. ))'- &q_ N \R IBC fl F301 PMINT ,ATE: 02/17/21 SCALE: 1/4"=1' t YP FXT RHFATHING ATTACHMENT TYP. 3/4" T&G Ic DECKING GLUED TO ALL EXPOSED MEMBERS Reviewed for Code Compliance Universal Engineering Sciences SHEET S�T JL V I