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HomeMy WebLinkAboutBuilding Plan® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN BFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO BFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. q 5 Al r�i"�1, 5 u �i iuZ B B 74a1= (321) 733 -70 2 P � 95 ,._e A,& Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORMA BURDING CODE, RESIDENTIAL, ABV. ABOVE LAV. LAVATORY 7TH EDITION (2020) A/C AIR CONDITIONING LUM. LUMINOUS ALL LOCAL AND STATE CODES ADJ.. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER -OCCUPANCY — RESIDENTIAL, GROUP R3 AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD -CONSTRUCTION TYPE - VB CL CENTER LINE MTD. MOUNTED -MIN. INTERIOR FINISH - CLASS B CAB. CABINET MIT.. METAL - BASIC WIND SPEED — Vult=160 MPH CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER Vasd=124 MPH CONC. CONCRETE PL PROPERTY LINE -EXPOSURE -- C CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE -1-STORY RESIDENCE - D. DRYER PLT. PLATE -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DBL. DOUBLE PLYWD. PLYWOOD AND STATE CODES D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRI /'1DR. A j' ('� �7 SQ.FT. CALC.'S D.S. DEL. DOWNSPOUT DETAIL RM. R.O. ROOMGERATOR ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR LIVING nlro 5Q. FT. ELEV. ELEVATION S.H. SINGLE HUNG GARAGE 430 SQ. FT, EQ. EQUAL SHT. SHEET EXIT. EXHAUST SHTHG. SHEATHING ENTRY 16 SQ. FT. EXT, EXTERIOR SHWR. SHOWER LANAI S0 SQFT F.G./FX. FIXED GLASS STM. SIMILAR P.G. FUEL GAS SL. SLIDING TOTAL 2442 $Q FT FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD _ FLUOR. FLUORESCENT SWS SHEAR WALL A/C VOLUME I6477.6 CU. FT. FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. TRICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. ORITT HEIGHT W/ WITH INSUL, INSULATION WD. WOOD TNT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON IG �InfeW DATE DESCRIPTION 01/26/18 CD'S ISSUED 01/15/18 2011 FEC UPDATE 01/16/18 CD'S RE -ISSUED 0212145 SIDING ELEVATIONS ADDED 03/26/18 CD'S RE -ISSUED 04/19/18 FOOTING REVISION PER M. 50WES 06/21/18 CD'S RE -ISSUED 02/10/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON (MELE.) 04/24/19 REVISED HVAC VOLUMES ON 5CFT CALL SCHEDULE (MELEJ 06/121M ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) _ 06/21/19 ADDED LED LIGHTS -S KITCHEN 4 E5ATH PER MARK EOW5:5 01/19/19 ADDED STONE OPTION ELEVATION G 4 D (TAMPA) 09/11/19 ELEVATION V 51DING-ADDED LOUVER Q GAE5LE ROOF 10/25/19 ADDED OPT, 8'-0' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH 5IMP50N CONNECTORS 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09/20 OPT. V-0' CLG. HGT.- ADDED LED LIGHT IN FOYER 04109/20 OPT. V-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF: ARCHWAY 05/06120 ADDED ELEVATIONS V 4 'M' (ORL) 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'M5' (ORL) 01/01/21 2020 FEC UPDATE 03/03/21 ADDED SOFFIT DETAILS 04126121 ADDED ELEVATIONS 'N' 4 'O' (ORL) 04/21/21 ADDED STONE: OPTION ELEVATION V (MELE30URNE) 05/01/21 ADDED ELEVATIONS 'P' 4 V(ORL) 05/19/21 ADDED DEN OPT. (TAMPA 4 FT MYERS) 08/10/21 1 ADDED 20' FOOTER OPTION (TAMPA) = ML ARCHITECTURAL SHEET PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG 1 r El —ELECTRICAL ■ t PG Pl-PLUMBING r LAN r Dl—DETAILS r D,-DETAILS r WAI—WALL ASSEMBLY PG WA2—WALLASSEMBLY PG WA3-WALL ASSEMBLY DETAI PG WA4-NOT USED PG WA5-NOTUSED PG WAIS-WALL ASSEMBLY DETAII STRUCTURAL SHEET rG St —FOUNDATION St-FOUNDATIONPLAN PG SI.IA-DETAILS r ■ LAN rG S2—LIFT BEAM PLAN AND s , k PG S2.2A-SAFE LOAD TABLE;! r S3-FRAMING PLAN PG S3.1A--DETAILS PG S3.lB--DETAILS r G S3.lC-DETAILS PG SNI -DETAILS NOTES Reviewed for Code Compliance Cu Universal Engineering Sciences m . . 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r® SICJBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJEC•T## 04321. 201 ✓102R1 MODEL: 4EBB '" 1828- CALI" GARAGE SWING: LEFT PAGE: C0VE,R SHEET 160 MPH 1EXP. C rARCHITE CT. aT___ATE0F FILORIDA NOV I' 1 MIC*iA C. rr:ily & DATE: 11/03/21 SCALE: 1/4"=1' — 0" SI-TEET GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED, (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. 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 TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART 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. 93 Reviewed for Code Compliance Universal Engineering Sciences CONTROL. DATE: 09/08/21 (CM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h w v w 0 h �a U w A ti A 4 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 ASODET : 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE:1/4 tp=lp- 0" SHEET GN FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION F5C R302.S.1 THROUGH F15C R302-114 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 15E IN ACCORDANCE WITH SECTION FSC R302.10.1 THROUGH F5C R302.10B ppl pll I Ill_41 101-01, 12'-4" _4I 71 411 �I 4 ---------° 21'-0" 12'-8" 3 41 1G -0' I 10'-0" I 0' 411 LI 2EGRE68 I I COVERED LANAI V-81 G'G' © 6068 S.G.D. I ®(2) 3052-5H v BEDROOM #1 8'-8' CLCx 8'-011 4 811 �'♦ DIlVING ROOM 8'-8' CLG. 81_81 LMNG e ROOM N 41_41 l =5 o _11" 2X6 V.-I0"I� m o cv I �2t� U1G. _ c0—1i2-1SH , s s cLa w�c. V. le. 6-8cL 1-0 I 8 J — — — - IR-ISH = rr----, 1R-ISH — i LK ii a, -a, -0'LL--6 _SII 2 /J\ / r — — — ------- — — — — — — — - 01DE411 _ SINK b24 sb36 8'-8' CLG AI co AI b36 RANGE36 __ O_ _ 4 ARCH V O O — —BATH#1 b36 I 'I i 2'-8" .r4 � C� 0 v V m SHLUR PAN W/ ENGL MAX-1 1 2.S PAN. A BEDROOM #4 V-8' CLa 11 -8 tt It tt it += - I tttt A I 11 �t_0 2� 4'-0 3� ���01I II 1 8n -4 o I =--C. c0 3' �o" v N I �I ♦8 2'-8" 0 N� rpm ON N cv 9tu ® G,w� 0 �R A �7 5 =I Ali ��� I MT. I I _ i r I I 00 — m � V. — — � BEDROOM#3 as 8'-8' CLG. 3'-gll �I_811 31_411 (qLU 'L' OND wH. 22 "x54' I ATTIC I L ACCESS U 5OLLARD AS REQ. PER 5LDG. CODE GARAGE 8'-W GL& FOYER V_v CLG 3068 UJ TRANS.— 5El ESM 8CLG ARCH I I WC. a II III LAV. �qlI AI lll> I I ti BATH #2 LQ ' I I I V-8' CLdL �♦e — 2'-4° ? BEDROOM #Z 8'-8 CLC% j % (EGRESSS L?J 0 r — _ @ m v3052 16'-0" 21'-4;' 2'-8" � 4' - 411 39'-8I' no 0 m o 2 a for SI: I foo! a 304A n mi, I degom = 0.0175 rsd. Note., s = 4 feet In all taws, h :n_ 1: o S 10 r FIGURE R3012(7) COMPONENT AND CLADDING PRESSURE ZONES R—VALUE SCHEDULE FLOOR 5LA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED LW - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 FLOOR PLAN SCALE: 1/4' a 1'-0' NOTE: -2-8 LOUV. DOOR LU/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR UJ/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION UJITH SITE PLAN. -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED UJITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO 5E EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR 5UCKING 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 5E R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWA51-E SOFTWARE TOLERANCES. -OPENING INFORMATION 5ELOUJ IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED 5Y THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS -'-' Flo -mom SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI ISIb SQ. FT. 430 80. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 80, FT. A/C VOLUME 16477.6 Cu. FT. COWONENT AND CLADDNG WIND LOADS BASIC WIND EXPOSURE FOR 3 SECO111D GUSTS OPEOGS AM TYPE SOUARE FOOTAGE ZONE 1t30 WH WND (V111t) REMARKS MIN. UJINDOUJ 10 5 34/-45 CRITERIA EXTERIOR SIDING 18 5 33/-43 DR MIN. CRITERIA S.G.U. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 282/-31B 12'x12' SOFFIT 1 5 3'13/-4S.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOL. DATE- OV01121 E 7 ARCH DTL. B SGALE: I/2 a 1'-0' Reviewed for Code fp Compliance Universal Fn9ineer,ng Sciences 1- f DSL. TOP PLATE m BAR DETAIL A SCALE: 1/2' a 1'-0' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N w U w 0 F A F q F ti SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 11/03/21 SCALE: 1/4"-1'-0" 1 SHEET al EQUAL EQUAL EQUAL EQUAL +/-19'-O" BLDC7. I ICa7.h TO CONTROL JOINT TO CONTROL JOINT TO CONTROL JOIN TO CONTROL JO 4" FREIZE t I�II�II�II�I - I I -ICI I�I�hI ICI 8'-a" BRG. HGT. O'-O" FIN. FLR 8'-S" SRG. HGnT. m O'-O" FIN. FLR.#, r - SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6 (o' RAISED 1 �$ BAND (TYP.) UJA1 U1A 8'-8" BRCx. HGT. 4 I I'-D" ' FYPON UAI DECORATIVE D SRE OR A OUIVA b I ITYP. IF 4 RAISED BAND (TYP.) ,O'-O" FIN. FLR. FT ONT ELE T10N SCALE: 1/4 = i'-0° TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 703.4 ' 48 `t A3 r I I TYP. II 1�6 II OFF RIDGE VENT II 4B I A3 II II 0'-0" FIN. FLR. , OFF RIDGE VENT ELEV T�01� LEF SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 1�6 12 6r a I. RE ELE T101V SCALE: 1/4 = 1'-0' TEXTURED FINISH A3 `� m TYP. I I r - - - - - - - - - - - - - - -- RIGHT ELEVAT10"N SCALE: 1/4 = 1'-0' TEXTURED FINISH 0 -a" BRCS. HriT. -D" FIN. FLR. &'-a" BRG. HGT. a 0'-0` FIN. FLR. o8'-8" BRCS. HC%7. 48 I A3 TYP. Il — I I _ 40'_O" FIN. FLR. DECO. DTL. Reviewed for Code Compliance Universal Engineering Sciences MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ, FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT(netfree area) TOTAL # OF VENTS REQUIRED = 3.41 TOTAL # OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 04 W 0 a u w A F A Ei ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C ARCMTECT- STATE OF FLORIDA NOV o 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / SCALE: 1/4"=1'-0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 112 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPED Wr-iRND FAUL INTERUPTER (TAMPER RESISTANT TYPE) M220V OUTLET (4) WIRE CONNECTION WP £XT.WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER- -�4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN 1 CFM PER SQ FT. VENT. FAN W/LIGHT 1 CFM PER SQ. FT. 1 VANITY HT FIXTURE (SPEC'S TBD BY BUILDER) 4 FLUORESCENT LIGHT 2-5ULB WRAP AROUND (RECESSED) ® FLUORESCENT LIGHT 2-5ULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT *FLUORESCENT ILTI 4' TRACK LIGHT 0 PANEL METER OBATT. SD.SMOKE DETECTOR BACK-UP W114ARDWIRE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® $/CO CARMON MONOXI SMOKE pETECTOR COMBO INTER CTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT LIB NATURAL GAS (7/ OUTLET TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MINIS' AFF- AJC AIR CONDITIONING TO ISE 21 V UNO. SEE ON DISCONNECT THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX RECIUIREDIN TO BE SUPPORTED IN CEILING FAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP A n 36' INCANDESCENT LIGHT STRIP a 48'INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD HE P.B. PUSH-BUTTON FOR CHIMES �-► USB PORT ' LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR ITH EDITION (2020) i NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI + ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIBO-13 FBCR TTH EDITION (2020). • LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020), • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). * ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. Tth EDITION R404J OPT. — — — — — — — — — — — — — — — — COACH LIGHT ELECTRICAL PLAN SCALE.- 1/4' = 1'-0' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OFT. FAN WP Panel MAIN -A PANEL: 8/16 vvp crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-W Cu THWN & 1 - #6 Cu (G) in 1 1/2" C. OR 3-#2/0ALTHWN &1-#6Cu(G)in11/2"C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 A/C C.U.-1 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 1207240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1 /2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 SmaIlAppliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1500 7 8 #12 1 20 Dining Room Lights and Receptacles AFC( 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 1200 1 11 12 1 1500 Dishwasher GFI 20 1 1 #12 #14 1 15 Foyer /Hall Bed. #2 & #3/Bath '#2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 LaundryI Bed #4 / Derr AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom#1 AFCI 15 1 #14 Space 1 25 26 900 Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 NC AHU-1 (Heater 5 KVA at 65% 5525 39 40 1 Space 41 1 42 Space Load subject to demand factor calculations / line 96000 27600 Load subject to demand factor calculations /line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Tots I Amps (watts / 240 wits) 142. B NOTE. 1. ELECTRICAL PLAN SHALL BE USED FOR ELECTRICAL FIXTURE COUNT AND GENERAL LOCATION AS REQUIRED BE FLORIDA IBUILDING CODE AND DESIGNATED IN VALUE IN NEC 11' I I � I I I I � I I I I I I LED LIGHTING C DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020J. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THFN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANWOFIM£R Cy PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 al COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PIWVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Universal Engineering Sciences LED LIGHTING SINGLE LAV. BATH *2 PROVIDE 3r2/0 CU, THWN ♦ IM6 CU IN V CONDUIT OR 3 14/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERWANG.i COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER N NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP P/240 VOLT I PHASE MLO PANEL GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TrH EDITION (2020). WS" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w� 04 U W O yF �L U W 4 F A SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / / SCALE: 1/4"=1r— 0" SHEET El k22 ' VTR /✓�/ 2„ 1 \fd 1/2" 1 1/24 1 °\ 11/2' Wa I \� 2F LAV I LAV1 1/22' 11 3' I I I I I 2„ I 51-1LUR 1/2 2" LUA5HER KI InReviewed for Code Compliance Universal Engineering Sciences KITC+-IEN SINK UJ/ 2' VTR AUTO VENT 2 1 1/2' - I 11/21 i('2' 1/2 PP %� TU5 LAV NOTE: FLUME31NG LAYOUT PLAN 15 INTENDED FOR LOCATING PLUMBING FIXTURE5 ONLY PLUMBING PLAN SCALE: 1/4 = I'_01 CO TO MAIN 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.00m AA #: 0003325 Y s SUBDIV. raDT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODELw 4-EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING F' LAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 11/03/21 1 SCALE:1/4"=1'-0"' SHEET v 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. BOARD 1/2' DRYWALL SECURE Bt. — PLATE TO SLAB W/ 10d MASONRY NAIL 0 32' O.C. MAX FIN. FLR PRE-FAB TRUSS 2X4 WOOD STUDS 024. O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LE55 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—BRG. SCALE: 3/4' = I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT i/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR i-O„ TYP. o.H. � 3 5/8, OR 5 1/2' DRYWALL 3/8' TOP CHANNEL (25 GA.) 1/2' DRYWALL 3 5/6' OR 5 3/6' METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUB/SHOWER 25 3/81 BOTTOM GA. METAL TO BE INSTALLED CHANNEL l25 IN ALL OTHER WALLS. STUDS GA.) SECURED t0 BE SPACED IV O.C. AT 2ND G TO GON FLOOR WALLS ADJACENT t0 FLOOR CW1 3/4` STAIR WELLS AND BATHROOM PAP t TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARD—.. SCREW `-FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG. n i J SCALE: 3/4'=1'-0' 5/8' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS 7 INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION _/ I — INSULATION WIND WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.G. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — a a. a W/ WINDOW OPENING IC CI 0 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 BOND BEAM SOLiD GROUT W/ (i )- 05 (2) COURSE 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2AN�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 0'-0' FIN. FLR ROOF SHEATHING: THICKNESS IS ` ENGINEERED PER ASCE 1-16 IN ° Q.. ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 1609.5.1. TYP. WALL SECTION NO OPEN iNG NOTE: METHOD TO BE USED FOR THE 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4' -1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF A5TM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C-O" FIN, FLR L S' CMU — CNJLK AND SEAL GAS LINE O NOT CUT , j' PVC SLEEVE FOR GAS LINE -IE BOND E AM va' c,YP. U_ W. EBARS 110= BASE a ° 4`< 2B GAS LINE THRU BLOCK �-2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS A EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— I!lhi�&!���� gjlil��� - CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES .,PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD d m. a. a a: n W/ WINDOW OPENING 2i R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS m 24' O.G. 1/2' GYP. WL. BD. WOOD BASE I/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BR4CiCEtB FASTENED TO WOOD JAMB PER PRODUCT GALV.ST£EL APPROVAL REQ. VERTICAL TRACK I' MIN BY MAUF. FASTENED TO SLIDE TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ. �.�1793=R s' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL Pea SEALANT BACKER ROD IUEATHER STRIP MOULDING ALL AROUND MY DOOR MANI.F.) OVERHEAD DOOR I BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2' =1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE \ -MTL. DRiP EDGE 9 2x FASCIA PER Ax. ELEVATIONS LN VENTED SOFFIT \--WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI. a: PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER r: STRUCTURAL DETAILS a: 1: a Reviewed £or Code � Complience Uriversai Engineering .. Sciences 8' CMU 0'-0' FIN. FLR a: ROOF SHEATHINGTHICKNESS IS ENGINEERED PER ASCE -16 IN e.aa ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 1609.5.1. n TYP. WALL SECTION_ ., NO OPENING NOTE: METHOD TO BE USED FOR THE 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE iI OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 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 ill. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 600 or A5TM CS20 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 612, or other approved standard as appropriate for the type of sealant. Fluid-0pplied membranes used as flashing in exterior walls shall comply with AAMA 114. The fleshing shall extend to the surface Of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F W Ww� P U w 0 F+ 0. v W W A F A r; ti Z- SLTHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 ]MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 9 s 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SC ALE: 1/4"=19— 0" SHEET DI lx4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND I-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN Be OF EACH END 4 IS' O.C. MAX SPACING TOP: 2X6 P.T. ® 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 1/8' WASHER 4 NUTS TO BLK W/ I/4' TAPCON5 1 1/2' EMBED., Be O.C., 4' END DIST, 1 1/2' EDGE DIST, 0 0 2X6 GARAGE DOOR SUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN be OF TOP, (1) WITHIN Be OF THE BTM, O (3)EVENLY SPACED. ❑® of I m r NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D2 eCALe, 1/2'.I--m 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4") DOOR JAMB TO BLOCK +3/4" OR +5/4" �Z 011 TO BLOCK +3/4" OR +5/4" ti 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN Be OF EACH END 4 Be O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE ,145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN Be OF EACH END 4 IS' O.C. MAX SPACING. Lj 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 1/4") DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" 2X4: cm SECURE To BLOCK lll/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: 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 16' O.C. MAX SPACING. 2Xs: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. --- 8' CMU V20 DRYWALL 1'X4' P.T. NAILER 1/16" O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" CC'LNDOW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W✓ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 10' O.G. MAX SPACING. 2Xs: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE wo MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. I-I/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" D WINDOW TO BLOCK +2 1/4" 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 EACH END 4 IS' O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCON3 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN Be OF EACH END 4 18' O.C. MAX SPACING, 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 15, O,G. MAX SPACING, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2X4: SECURE TO BLOCK W/ 3/16, 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: MM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X8: C�I SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN, 1-1/4' EMBEDMENT INTO BLOCK NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 111 • : 1 1 w1!i.11 r 1 : 1i. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING, 2X8: MiMl SECURE TO BLOCK WK2) 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, 8" CMU 1/2' DRYWALL 1'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.9 DOOR JAMB TO BLOCK +3 7/16" �IPINDOW TC BLOCK +3 7016" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING, — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/AW TAPCON MIN, 1-1/4' EMBEDMENT INTO BLOCK 1 141 8' CMU I/2' DRYWALL 11 I'X4' P.T. NAILER I' P.T, X 4' MIN. DOOR CASING �— DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4") DOOR JAMB TO BLOCK +3 3/4" @WINDOW TO BLOCK +3 3/4" NOTES: 1. PER CODE AND MANUFACTURER'S REQUIEREMENT 2X BUCKING FOR THE FRONT IN SWING DOORSt INSIDE FACE IF 2X BUCKING SHALL BE INSTALLED FLUSH WITH INSIDE FACE OF DRYWALL. REFER TO MANUFACTURER'S SPECIFIGATIONS FOR INSTALLATION AND BUCK REQUIREMENTS. BUCK DETAILS SHOWN HERE ARE OPTIONS TO ACHIE\/E MANUFACTURER'S R.O. REQUIREMENTS. FASTENING OF WINDOWS AND DOORS WHERE IX SUGK IS INSTALLED REQUIRES THE FRAME TO BE FASTENED DIRECTLY INTO MASONRY. DOOR FRAMING CMU ' DRYWALL 1X FURRING RIP 2XIO TO 8-1/S'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK ggRE UIREMENTSA Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591. www.a bdesigngroup.Com AA #: 0003325 F W CQ W U W ate.. 0 F 0. v w A F�. A STJBDIV. LA3T: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102.R1 MODEL: 4-EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIQA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 1730 a PRINT 11 03 �',1 DATE / / SCALE: 1 /4"=1' -- 0> 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 o 9' O.C. 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 ® 'I' O.G. MAX VERTICALLY 7 j' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED •1' (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1A6' ZIP SHEATHING SYSTEM (INSTALLED PER \ is To MIN. I" LATH SHALL NOT GAP BE CONTINUOUS 6' TO a' 6' TO a' THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 \ PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON \ / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 0,0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWARD • PT. A OI. FOLD INWARD • PT. A 2. CREASE • PT. B O I. FOLD INWARD • ® I. FOLD INWARD • PT. A PT. A 2. GREASE • Pr. B 2. GREASE • PT. B 9. CREASE • F'T. G 3. CREASE • PT. G d. FOLD F?. C OVER PT. 8 TILL PT. C TOUCH" BOTTOM FLANGE NOTE: IF ZIP SHEATHING SYSTEM iS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES DRIP EDGE, OVERLAP V, EXTEND 1/2' BELOW SHEAT14M3, MECHANICALLY FASTEN 4' O,C, MAX. ® \/ ecrroM FLANGE WATER MGM SEAL. FOLD, D. UM CUT. THICK, 3 COAT CEMENT PLASTER (FRAME), 1rz' 2 GOAT CEMENT PLASTER (CMU) WRB LAYER "2, FORTRBER / BUILDING PAPER (FRAME ONLY) / WRB LAYER 01, / STUCCO WRAP mw-m ONLY) / LAP LAYERS OP DUILDING WRAP /—oVER NAILMG FLANSE, STOP WRB APPROX 11S' ABOVE SHMGLES (FRAME ONLY) FRAME OR CMU EXTERIOR • wylenilAl I ar�CPn 9xs WAIL FLASHING ' • J R � KICK -OUT FLASHMG (SE FASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) < 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE / I" MIN. LAP METAL LATH \ x X x X LATH VERTICAL LAP TO BE 1' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES n n—ten METAL LATH WR5 LAYER 01, I �" THICK, 3 COAT CEMENT STUCCO WRAP I PLASTER ro" MIN PAPER LAP BELOW ONLY METAL LATH WR5 LAYER 02, FORTIFIBER BUILDING PAPER WR5 LAYER FORTIFIBER BUILDING PAPER WRIB ER 'lo _ I STTUCCOYWRAP WOOD SHEATHING OR 1/16' ZIP SYSTEM GINS ALLED SHEATHIPER 2 APER LAP SCALE: 1 1/2' -1'-0' KIC KO UT 8h M DETAIL TIGHT SEAL (BEND OR IR, DO NOT CUT) I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOM: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0m415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (229-MM). AS PER ASTM C1063. H R FREPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK ROOF CEMEN WOOD STUDf SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER STUCCO — NOTE: (F ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES LAP m LATH LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL WIWI ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WR5 LAYER *1, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 d TAPE OVER ROOF/WALL SCREED 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING- ) N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER �' APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE i' OR LESS PIPE PENETRATION::::: CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REGUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'xb' 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 SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER h, STUCCO WRAP WR5 LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' 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 FLASHINCs OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NETRATION Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL CF LEGEND M Reviewed for Code Compliance Universal Engineering Sciences DF.,A NAGC E FLANE (WF2,5 L)4`'EIR 1`1, STUCCO WfRAF) ORB LA`rEIR #2 (FOiRT1F18EfR—.—'—'— —'- 5uILD INCH FAFE1R) t- IET)4L LATH x x x x STUCCO a WOOD OIR 7/1(011 ZIF WALL 544EATHINCB 5ELF-74DHE51VE FL)45HING — — — — — — NOTE : 1„IETAL LAT14: LATH TO 5E FEIR SECTION R703,11 / AST1„I C - B.4-I -14a , MIN. 2.5 L BS. FE1� SO. �rA1zD (UTILITY OR NOR" IIN)4L LAT44 DOES NOT 1„IEET SF CIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w� P W 0 a v W A F A ti SvsDIV LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT¢# 04321.201 102R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EP. C ARCHrrECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: // SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD —� WRB LAYER "I, STUCCO U1RAP 10 DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4 CAULKING e JOINT ALL AROUND Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. ' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) MURTMINDIN DRAINAGE PLANE (WR5 LAYER #1, STUCCO WRAP) UJRB LAYER *2 (FORTIFIBER - - - - - - - - SUILDING PAPER) METAL LATH x—x—x—x 5T UCCO WOOD OR -1/1(0" ZIP WALL Sl-IEATI-11NC� SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO SE PER SECTION R703.1.1 / ASTM C-841-14a, MIN. 2.5 LSS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO 6B DRYER VEN BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' TUCCO 'NISH SELF ADHESIVE IVER TOP 8 SIDES ELF -ASHING �l IT REMANUF. DRYER ENT CAP (SET IN ONT. SEALANT) EALANT DP E SIDES I: • • 14 / NOTE: I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ,VENT PENETRATION SCALE. N.T.S. �MIM,w IV IW1=Vr_IY= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION 1116' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH WOOD TEXTURED FINISHOO ;1 FASTEN TO WOOD STRUCTURAL MEMBER w -1' O.G. MAX 8' CMU s ;. Ye' TO V MID -WALL WEEP SCREED w 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN 10 MASONRY BEFORE APPLYING . 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM /11 At lSt1 irrII 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS TEXTURED FINISH a MASONRY �B HORIZONTAL WEEP SCREED iFRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *l, STUCCO WRAP I CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER *1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5T E P #3 Reviewed for Code Compliance Universal Engineering Sciences WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER *2, FORTIF15ER BUILDING PAPER &T P *14 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP 4*(o ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Env w U w 0 F a U rn 0 F A SVBDIV & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / I SCAT E:1/4"=1'-0" SHEET WA2 DfRAIN GE PLANE (WRB LATER #1, STUCCO WRAP) WRB LAYER *2 (FORTIr18ER - ........ EEUILDING FAFER) METAL LAT�4 x X X X 5TUGGO wooD ®R 1/1(0" ZIP WALL &HE,4THING SELF-ADHESIVE FLA5HING 2 1/2" 0 CORNER BEAD (F,45TENER 4 SPACING a i" O.CJ CMu 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W co W U W 4 0. 10 A F A [r SUBDIV. I.OT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 10r4?R1 MODEL: 4EBB "1828-CALI" GARAGE SWIENG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXF'. C ,.I =K*j.=111 Mr.. NOV 0 9 202, RMCHAEL C. ANDERSON AR NO 17305 PRINT /21 DATE 1103 / SCALE: 1/4"=V-0" SHEET 2x6 5U8-5AND 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 FASCIA \ WRAP Ye" FROM \ STUCCO, i" FROM \ WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ �\N, NOTE: NOTCH FOR 2X6 IN SUB BAND ONLY �\ I rA_')iELEVATION METAL FASCIA WRAF' 2X6 SU8 SAND Q � � �t) 1/8' TEXTURED FINISH im WOOD, 1/2' TEXTURED FINISH w CMU METAL LATH {; \--WOOD SHEATHING f; OR CMU 1; WRB LAYER *1, STUCCO WRAF' (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING: PAPER (FRAME ONLY) \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \ \ DRIP EDGE, 1" OFF WALL �NOT INTO STUCCO) 11/S" TEXTURED FINISH a / WOOD, 1/2" TEXTURED FINISH a CMU /-2x6 SUB -BAND W/i"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" ` OFF WOOD WALL ROOFING CEMENT DRIF' EDCsE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - O' SCABBED TO TRUSS W/126 NAILS 6"-S" O.C. MAX. 2x SU8-5AND W/1Y"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL C@ WALL Wf KIC 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/tV2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU M Reviewed for Code Compliance Universal Engineering Sciences 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 WIV211x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY N 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w x W w 0 F U W A F a a SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 ra &Aw a DATE: 11/ 03 21 SCALE: 1/4"=1r-011 SHEET WAof FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: 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. 11.0INDICATES #5 BAR, OINDICATES #6 BAR,®NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER 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 LONG TE-1 8" SEE PLAN 10" - (2) #5's (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's (+)0"-0" FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" - (2) #5's (+)0"-0" FMC-12x18 12" CONTINUOUS 1 18" (2) #5's VARIES SECURE STRAP TO A/C SIMPSON UJB CONC. U!/ UNIT ROLL STRAP (2)-3/16"X21 OR EQUAL m TAP -CONS V EACH CORNER OF UNIT CONCH `SECURE STRAP TO SLAB UNITS W1 (2) MSxI 1/4 SHT MTL SCREUIB A/C CONNECTION TO PAD DETAIL FOUNDATION PLAN SCALE: 1/4" = V-0" Reviewed for Code Compliance Universal Engineering hu Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #i 0003325 F W W U W .ril 0 E� a U r7 A F A r~ SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 03 21 SCALE: 1/4 "=1' - 0" S1 SHEET a _ EXT. PORCH SLAB W/ 1/2" ISOLATION / JOINT (WHERE APPLICABLE) z N STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE d 4" CHAMFER (I -STORY) d a 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 W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 W\2UDS - WALL W/ SYPEE PLANS FOR SLE BTM. PLATE TPROVIDE DBL +- U-0" TOP OF SLAB SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o } SPACING REQUIREMENTS 1 m w U J of ON Q > 8" CMU WALL g+ 0,-0„ TOP OF SLAB d d q - VARIES -SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATIONd 6" CHAMFER (2-STORY) JOINT (WHERE •° APPLICABLE) z SEE SCHEDULE 4' FOR WXD, BAR SIZE AND BAR QUANTITY fV EIOR MONO -FOOTING (DXTER @ GARAGE SCALE:3/4"=1'-0" 2" CAPPED w w NEW REINF. BAR GALVANIZED PIPE j a SECURED W/ 2- PART W/FLANGE @ BASE g EPDXY. MIN. EMBED I 0 8" UNO o FOLLOW ALL MANF. o v= ¢ SPECIFICATIONS FOR = on USE AND I SECURE FLANGE TO Z = PREPARATION OF SLAB W1S) 1/4" X 2 1/4" TAPC 4„ 4„ HOLE.Ilk SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKI) RE B .'PLATE TO AB / d MASONRY NAIL TAGGERED. ION AL METAL LNECTORS NOT :QUIRED WHEN NO 'LIFT IS PRESENT. EE SLAB SCHEDULE 2. d. a ° SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE:3/4"=1'-0" (NO LIFT) 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS z ¢a o� ¢w V J o� 0 8" CMU W z +- 0'-0" iiERSCAM: TOP OF SLAB SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB HE LE BAR ZEQUANTTERIO MONO - COL. P SCA :3/4"=T-0" 30" MIN. EACH WAY MONOLITHIC FOOTING p P D D ° v ID o v FM ° p CORNER BARS, SAME SIZE AS LARGER BAR l IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS P SO THAT THE STEEL REINF. IS CONTINUOUS ° MATCH AMOUNT OF CONTINUOUS BARS p p � 'ILL CONTINUOUS STEEL MONOLITHIC p ' FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=V-0" AP TOP PLATE A MIN. OF 48" — ---__� A NAIL W/ 16d COMMON VERIFY HEIGHT NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 W D BEARING PROVIDE BLO ING WALL W/ SYP No 2 STUDS SEE PL S FOR E R PLATE TO SLAB W/ SPACING. SINGLE BT PLATE 1/ "x DGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d co uj x 3" c SEE SLAB SCHEDULE + U. U.. TOP OF SLAB d d ,. d.. 4 g. d EQ. EQ. SEESCHE E FOR WxD, BAR S AND BAR QUANTI INTERIOR CURB FOUNDATION WOOD WP SCALE:3/4"=V-0" (W/ UPLI POURED LINTEL CONT. (TYP.) °0; 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" `. MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V0" CURB FOR MASONRY UNITS SET AT ELEV: 0'-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE w w E SCALE: 3/4"=T-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE +- U'-U" TOP OF SLAB ° ° e ' • 40 d EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 8 INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=1'-0" (NO UPLIFT) 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 W U w 0 F a Chi q F A ti SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: // 11 03 21 SCALE: 1/4 "=11— 0" SHEET St. 1A 36'-0" 27'_0, [� 26-10" 19'-0" 14,_0" 10'-0" 3'-01, 7 in El (V W O 1 T N 17 (0 N 00 r M (0 ❑ ❑ LO co O 0 Vim' N (0 V' ❑ M N , N L EIf� O (V b 0 00 a a O M Reviewed de l mpante Universal Engineering Sciences 00 00 N O V N O a- N o in 6 4" 1„ 50 El a N LO (V i 3'_6" 191_00 10'-6" DOWEL PLAN SCALE: 1/4" = 1' 0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com I•tii AA #: 0003325� ti W U W h V to Ga 4 F A F a ILL SUBDIV. 80 ]LOT: CREEKSIDE PHASE 2 LOT #102, PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT • ._ !n / C NOV 0 9 2021 MICHAEL C. ANDEI, AR NO 1730;> PRINT 2103 DATE: 11 / / 1 SCALE: 1/4"i-V-0°°' SHEET Ion 4. d TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM .. d A d d d 0 d d a d 9 a d HORIZON TAUVE RTI CAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL A. SEE SLAB SCHEDULE d_ �4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 4- O.-01. TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE: 3/4"=T-0" REINFORCEMENT PER SCHEDULE '4G #5 BARS Rl CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SUALL: 3/4"=T-U" 09 Reviewed for Code Compliance UniVersal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 www.abdesigngroup.com AA #: 0003325 F till U w `l. F a V QW C�v A ti SVHDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 Vw DATE: // MA&9 a 11 03 21 SCAT :1/4"=1' - 0" SHEET S1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H 1 OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 10 ♦ 01 1 0 ♦ � 0 1 1~ Y �1 1� 1 �1 1 2.1 OD r 8F16-1T/OM/OB 8F16-1T/OM/OB ♦ 1 1 1 1 ♦ ♦ 8F24- 1 1 1 ♦ ♦ 1T/OM/OB 1 ♦♦♦ ♦♦♦ q 1 1 I 1 `• ♦♦♦ ♦♦�� 1 1 1 ♦♦ I 1 1 ♦_ GT 1 1 ♦ I 1 1 ♦♦♦ i 1 1 ♦♦ j 1 1 1 ♦♦ i 1 1 ♦♦ I� ~1 1 ♦ I �1 OD 40, 1 ♦Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l0 1 1 I� 1 ml 1� 1 2 0l �� 1 1 OD 1 iLL 1 1 1 °D 1 1 1 1 1 1 1 1 1 LINO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 0 1 1 1 1 1 1 j 1 1 1 1 1 i , ♦♦♦ 1 140, ♦40, ♦ i 1 1 ie� ♦♦♦ i i4 ♦♦ 1 �♦ ♦♦ 1 ♦♦ 8RF6- ♦♦ 1 1 T/OM/0B 1 1 ♦♦ ♦♦♦ 1 1 1 ♦♦ ,� 1 1 1 1 ♦ I I 1 ♦♦ 8RF6-1T/0M/0B 1 1 ♦ 8F16-1T/OM/OB ; 1 mr 1 8F24 MIN.-1T/OM/1B IT-4" BTM. OF LINTEL @ T-O" ABOVE FINISHED GARAGE SLAB LIl"T BEAM PLAN SCALE 1/4" = V-0" Reviewed for Code Univers MPliance al Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Ems, W W V w 0 F a U w A F A ti SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO T7305 DA ET 11/03/21 1 SCALE: 1/4"=l$_0" 1 SHEET NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 81, �\�qE PLACE STEEL HEIGHT. A/ REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND G AS DEPICTED HEREIN, STRUCTURE. A.DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" C4 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK a" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. S RE 8xl6 DBL. BOND TOP OF / l\V 0 P BEAM W/ (1) #5 BAR BOND BEAM �0 EACH COURSE �p 8x8 BOND BEAM TOP OF 30" TYPICAL pP09 F = FILLED W/ GROUT W/ (1) #5 BAR ::o. BOND BEAM .`-* U =UNFILLED GROUT SOLID FROM TOP io NOMINAL # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND #5 BAR IN BOND BEAM BEAM COURSE OF OPENING WIDTH BEAM, IF FILLED LINTEL. SEE NOTE 5 16-1 T/ 1 M/O B 8x8 PRE -CAST CONCRETE PgS���R LINTEL W/ (1) #5 BAR (L2) aQR NOMINAL---�� LENGTH OF BAR =WIDTH OF MASONRY HEIGHT #OF#5'S,TOP BEAM DESIGNATION CORNER OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING OF BOND BEAM THAT XFXX-1T/1M/OBINDICATES ADOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:3/4"=1'-0" AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT.: - SCALE: 3/4"=1'-0" AND XUXX - 1TMM/013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 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 PRE -CAST <3 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON WINDOW 4'� i'. OR DRIVE PIN (MIN SHANK z SIZE.145 MIN HEAD SIZE .300 SILL 2 MIN EMBEDMENT 1 1/4") 8" d SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" c' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD 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 7/16" OSB SHEATHING Reviewed for Code TYPICAL MASONRY WINDOW pomEngine CMU WALL Universal Engineering Sciences 4 SILL CONSTRUCTION \ J SCALE:11/2"=1'-0" 5 ARCHWAY FRAMING DETAIL r SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM �zl A\ PROVIDE #5 BAR STEEL REINF. OF EACH SIDE BOND. BEAM O LEVATION CHA E CHANGEIN 7 ELEVATION OF BOND BEAM SCALE: 3/4"= 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rA r7 U w O F Chi Q F A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 r� AJN DATE: 11/ 03 21 SCALE: 1/4 ft=11_0" SHEET _ "LOTT'S CONCRETE" / "CAST-C T " / " lJ ! — �-AFE LOAD T L _ SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS[T— SAFE LATERAL LOADS FOR I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-OB /16-1T/OB 20-1T/OB 41T/OB 28-1T/OB 2-1T/OB TYPE LENGTH 8/8 SOLID TYPE LENGTH 8/8-1T ' 8/16-1T 8/20-1T 8124-1T 8/28-1T 8/32-1T 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 818-1B 8/16-1T/1B 20-1T/16 24-1T/1B 8-1T/1B 32-1T/1B 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST t689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 1669 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 9060 3815 4570 5325 6079 1363 3060 3815 4570 5325 6479 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST. 398 591 4,-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 5'-4" PRECAST 931 1247 1999 2560 3123 249 51-4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 1319 4460 7196 7342 f57;±16259 5'-10" PRECAST 897 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 6-110" PRECAST 909 1499 1971 2443 1 2915 3387 929 2080 2593 3107 3620 4133 1161 3693 5877 6036 6548 5776 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 60$" PRECAST 410 721 6-15" PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 1 3712 1139 3227 4598 7054 10000 8825 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 7,�" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 938 2498 3408 4864 7067 6472 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST. 192 384 9'~4" PRECAST 454 686 767 948 1129 1310- 572 1318 1643 1969 2164 2519 639 1674 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 19" 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 8% 1042 504 1180 1472 1763 1710 1989 550 1407 1897 2781 3222 3784 PRECAST 330 `'� 1312 1742 2252 2ss$ 3630 11'-4" PRECAST 132 417 1 V-4" PRECAST 4 406 530 653 n7 872 466 66 1042 1372 1643 1470 1710 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12° -®'° PRECAST 383 366 476 587 698 7$3 440 940 1300 1560 1314 1476 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 131-4" PRECAST 308 303 393 484 575 646 396 780 1057 1312 1071 1203 414 1045 1365 1732 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-®" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14°-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 246 663 1 980 1237 1474 1715 458 1079 1429 1824 2277 2712 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15°4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1572 412 1014 1340 1703 2118 2513 1T-4" PRESTRESSED N.R. NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4'° PRESTRESSED 187 365 6$0 192 506 506 720 601 501 1135 13 1312 3O0 85 $56 1121 i413 41 1739 73 2047 19'-4" PRESTRESSED N R NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19" '-4PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 235 736 959 1200 1467 1716 21°-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21"-4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 294 359 428 497 137 358 513 659 779 900 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 _ 1 124 319 455 581 687 793 129 450 654 824 1014 1147 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITII AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 PROVIDEit LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABW 4"OF BEARING PAST EACH SIDE OF WINDOWOPENING Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HAFtBOUR BEACH, FLORIDA 32937 PH: 321.-802-3591 www.a bdesigngroup.com AA #: 0003325 r® SVBDIN7. Ba LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" I ARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C AROHITECT: STATE OF FLORIE)A NOV1 JICWAEL C. • DATE 11/03/2-01 1 SCALE: 1/4"=1'-0" i SHEET �� .2-A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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 TRUSSES W/2X4 BOTTOM CHORD 2X4 SCAB NAILED TO DIAGONAL TRUSS BOTTOM END JACK CHORD W/MIN (4) 10d BRACING/BOTTOM :RE APPLICABLE NAILS FOR EACH CHORD BRACING CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® END TRUSSES W/2X4 BOTTOM CHORD GIRDER/TRUSS W/2X6 BOTTOM CHORD DIAGONAL J 2x4 SCAB NAILED TO BRACING/BOTTOM TRUSS BOTTOM CHOR CHORD BRACING MW/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING CONNECTOR SCHEDULE CONTROL DATE 01/21/2021 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) IOd %11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) lOd x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) lOd x 11/2" 1-PLY, EMBED4" HTA 16 1870 HETA-16 1810 (10) lOtl X 1 1/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) lOd x 1 1/2", (8) lfid 2-PLY, EMBED 4" (9) IOd x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (2) HTA-20 2430 (2) HETA-20 2035 (12) 10dx 11/2", 1-PLY, EMBED4" (10) 10d x 11/2" 1-PLY, EMBED4" 2500 (10) 16d 2-PLY, EMBED4" (12) 16d 2-PLY, EMBED4" ZLUGT-2 3655 LGT-2 1885 BLK (5) 1/4% 3" Wedge-BoR+Anchors, WOOD (16) 10d (7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d LUGT-3 3380 LGT3-5DS2.5 3480 GONG (4) 3/e" X 5" Wedge-Bolt+Anchors, WOOD (12) W525 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8". x 5" TITEN HD TO WALL DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 1112, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGTl5+ 3945 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD HUGT2+ 9575 HGT-2+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (10)10dx 11/2" (10)10dx 1-1/2" MUGT15 3945 VGT 4940 (I)5/8"A.T.R. I N HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6)10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3" HUGT 1 9575 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED), (8)10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SOS 1/4"0" MTW 12 965 MTS-12 990 (14) 10d x 1112", (14)10d (14) 10a x 11/2" HTW 16 1355 HTS-16 1310 (16) 10dX 11/2", (16)10d (16) lOd X 11/2" HTW 20 1355 HTS-20 1310 (24) lOd X 11/2", (20) 10d HTW 24 1355 HTS-24 1310 (24) 10d X 1112", (20)10d (24) lOd x 1 1/2" LSTA 12++ 930 LSTA-12++ 925 (10) 10d (10) 10d LSTA 18++ 1235 LSTA-18++ 1235 (14) 10d (14) 10d MSTA-18++ 1310 MSTA-18++ 1315 (14)10d (14) 10d MSTA-24++ 1640 MSTA-24++ 1640 (18) 10d (18) lOd yL MSTA-30++ 2055 MSTA-30++ 2050 (22) 10d (22) l0d MSTA-36++ 2065 MSTA-36. 2050 (26) 10d (26) 10d KST1236 2765 MSTI-36 3800 (36) 10d X 11/2" (36) 10d X 11/2" KTS1248 5105 MSTI-48 5070 (48) 10d X 11/2" (48) IOd X 11/2" LFTA6 980 H6 1055 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS SPT4 875 SP4 825 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 5251N Fl @ I60% A34 ¢30 (4) Ed x 1 1/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) 8d x 1 1/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 680 HCP2 590 (10) 10d x 11/2" TO TRUSS, (10) 10d X 1 112" TO PLATE (12) 10d X 11/2" RT16A 1020 H10A 1040 (9) 10d x 1 112" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 1112" MUGTl5 & PHD4A 4175 VGT & HDU4 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHDSA 4175 VGT & HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SD51/4"x3" TO WOOD, (3)3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2300 7750 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC, (12) 16d TO WOOD PAU66 LTS19 +++ 2455 1205 16005 ABU 66Z LTT19+++ 2190 1310 18205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED) IN GONG., (12)16d TO WOOD (1)3/4"A.T.R. IN HI GH STRENGTH EPDXY, (MI N. 7" EMBED) IN CONC.,(8)10d TO WOOD (I) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD (1)3/4"A.T. R. IN HIGH STRENGTH EPDXY, (MIT N. 7"EMBED.) IN CONC.,(8)10d TO WOOD 2 Q LT5208 +++ HTT45 HTT45 UPH 011+ 1100 4160 5005 14395 LTT20B+++ H174 HTTS z 5D411-SOS 1500 4455 5090 11810 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (10)10da 1-1/2 TO WOOD 1 58"A.T.R. IN HIGH STREN TH O / G EPDXY MIN. 7" EMBE D) ED)IN CONIC, (18)16d X21/2" (1) 5/8" A.T.R. I N HIGH STRENGTH EPDXY (MIN.7" EMBED) IN CONC.,(26) 16d X 21/2" (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. SO" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED.) IN CONIC., (10) 10tl TO WOOD (I)5J8"A.T. R. IN HIGH STRENGTH EPDXY (MIN .7"EMBED,)IN CONIC., (26)16d X21/2" (1) 5/8" A.T. R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED,) I N CONC.,(26) 16d X 21/2" (1) 1" A.T, R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS'/." x 2XV' WOOD SCREWS PHDSA 6525 HD7B 1(1)7/8"A.B. 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONIC. (14) WS3 WOOD SCREWS (1) 7/V A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC, (3) 3/4" STUD BOLTS TO WOOD TDXB 7870 I N HIGH STRENGTH EPDXY, RAI N. 7" EMBED) IN GONG. (3)7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3SC41 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" CIA ITW RAMSET/REDHEAD DVNA BOLT SLEEVE ANCHOR OR ED W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HU54121F 3615 2710 (S00/) HUSC412 (WOOD) 3435 2635 (100%) 3220 (12'r%) (10) 16d TO HEADER, (30) 16d TO WOOD (10)S6d TO HEADER, (10)16d TO WOOD 3325 (125°k) HD4101F (CMU) 1950 3080 HUC410 (CMU) 1800 4500 (18) 1/4 x 3"" WS3 SCREWS, (ID) IDdTO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-21F(CMU) 1950 3080 HUC210-2 (CMU) 1800 4500 (18)1/4""x3"" W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d 10 WOOD: HD210-31F(CMU) 2795 SETS (CMU) HUC210-3 1800 4500 (I8)1/4""x3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER., (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) W53 WOOD SCREWS (4) 3/8 x 4 TITEN DO ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD LID IR:�71�1 11/ II II II II II II u u u n n = = 1A PRE-F B CATED ROOF TRUSSES @ 2,V O.C. MAX I I I I I I j� I I I I I I 1A 53.1 I I I I I I I I I I I I A1A I I I I I I a I I I I I I 22„x54„ _ —�- _ ATTIC Ate_ _ = I ACCESS- _L I I I I I I I I AZ A11 �Q 9� A13 a l 1A — — — 1A 1A _ A15 8-1 7 8 FRAMING PLAN SCALE: 1/4" = V-0" I41 CJ7 CJ3 CA I Fil Reviewed for Code Compliance Universal Engineering Sciences Ell i OV ko mq oe J 129 og OM p U 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W Chi W 0 F 4� U W A F q SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH UP. C ARCHITECT- STATE OF FLORIDA MICHAEL U' ANDERSON AR NO 17305 PRINT DATE: 11 03 21 SCALE: 1/4r'=1'-O" SHEET S 3 ENGINEERED WOOD TRUSSE D SHEATHING, SEE @ 24" O/C, SUBMIT SHOP ALL/FLOOR DRAWINGS FOR REVIEW NG AND APPROVAL R SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT (9) 10d x 1 1„ NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO z B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" ' (12) 16d x 1 2" NAILS TO TRUSS SCHEDULE" SHEATHING (9) 10d x 1 2" NAILS TO 6', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL DBL STRAP, EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO i # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH : ° °ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 T" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS, OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/10 10d TO WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO PSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ) 8" x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL 11 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. " O GIRDER 2x SECURED W/ (3) 16d PRON F( TR 611RnFR TIFI�OWN WITH GALV. COMMON NAILS. ENGINEERED WUUU 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, lx2, 2x WOOD FASCIA (2).1., x 5" TITEN HD TO CMU AND (18) SIDS 4" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER It 12" O/C FOR REVIEW 2x SECURED W/(3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) z" x 5"TITEN HD TO CMU AND (18) SIDS 4" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 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 1a 1b 1c GIRDER CONNECTORS) SCALE:3/4-0" 2a 2b 2C TYPICAL ROOF SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA�� TRUSSES WHERE TRI ISS MIA(- RRACF Tn \ � .. ur nr 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N t14W V N O E a w q F A ti COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DI& 6'-0" MAX (W/l X4) 2 "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/IG OR 10--0" MAX (W/2X4) V FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION O.C. MAX N MAY NOT BE STIFFBACK (AS PER � i N a � REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ F N UM) (2) 10d's @ EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 4 . _11 \ 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 SCALE:3/4"=1'-0" 7 PRE NG'D TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH 1/4*D THE USE OF ALTERNATE MATERIALS MAY BE o HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE 999 T HOLE DIAMETER FOLLOWING <2/5*D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. Reviewed for Code Universal Engineering BTM. HOLE DIAMETER Compliance PLATE < 3/5*D DBL. STUD Sciences :1 03 ALTERNATE MATERIALS STUD NOTCHING 11 SCALE:3/4"=1'-0" AND BORING LIMITS 8 SCALE: 1 1/2-=T-0" SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102M MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 03 21 SCALE: 1/4"=1'-0" SHEET � S3. 1 PRE-ENG GABLE TRUSS - 2x4 BLOCKING BETWEEN TRUSSES -- AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX 0 J — PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN 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"=T-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W O yF C V W A h A F SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: -EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR IV0 17305 PRINT 11 03 21 DATE: / / SCALE: 1/4"=1'-0" SHEET S3.1 (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) X' BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE — "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE i 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 2x CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'-0" SIDE VIEW VTCR SPACING (1) AT EA( PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code Compliance 120 Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W �O F 0. V W 4 F A x SvsDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHRECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 GABLE - END a HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93,80) ZONE 2r = 69.80 PSF (79.80) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NI011 RF(]IIIRFMFNTP: SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 RSRS-03 SCREW SHANK 170,000 RING RINGS PER PER INCH) 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK RSRS-01 SRS 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MAN UF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. , , TOP & BOTTOM EDGES IVY 0 _ Z Co I. BUILDING LENGTH I, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR PECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION VVITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS. FBC-R 2020, 7th EDITION CONCRETE ARE TO BE CHAMFERED 3/4". ALL EXPOSED EDGES OF CO PLATES, TOP IN LEDGERS, BLOCKING ALL WOOD FOR BEAMS, BEARING WALLS, SOLE S, PLATES, BRACING, E ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON PINE CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE ITO. 2 O BETTER. R = NCR PSI AND A MODULUS OF ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED. SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 EDIT] ON,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN'/2" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING SYP #2. ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT 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, SHEETING, WELDED WIRE MESH, SHALL BE ASTM At 0641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: TEMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 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 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES: 20 psf TOP CHORD -non-concurrent p TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL 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 DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w! ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) (7 ALL BE ANCHORED IN THE FOOTING ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL � HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 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 DEAD LOAD TO RESIST WIND UPLIFT: 10psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. BALCONY LIVE LOAD 60 psf 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 WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED 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 STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS 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. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR WALL COLUMNS. GROUT TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED COMPRESSIVE PSI 28 DAYS, UNLESS AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF ASTM R WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT FICA6, SHALL V SPECIFICALLY. NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S" TO 10". USE ONLY MECHANICAL VIBRATION E WRITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE VVITH 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 AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: Reviewed for Code 1-1/2" FOR #5 AND SMALLER Compliance 2" FOR #6 AND LARGER Universal Engineerinc Sciences 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 FA51 LNLK APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 8 01C 1 112" EMBED., 4" END DIST, MASONRY / CONC. NAIL 1 1/2" LONG. 81, 01C TO MASONRY/CONC. NO WASHER FASTENER 1 1/2" EDGE DIST. SGD, AL. EXT. DOORS CASE HARDENED COIL 9" O/C WINDO MASOR/ FASTENED GARAGE DOOR BUCK 3/8" DIA. OR 112" DIA. EXPANSION BOLT 16" O/C (3/8" DIA) 4" EMBED., END DIST, 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. AS TO MASONRY/GONG. w/ WASHER 24" O/C (1/2" DIA) WEDGEDIST. CONTACT THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 91,O/C WINDOW/DOOR/FASTENED METAL STRAP TO 1x PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. -TAPCON' 18" 01C 1 1@' EMBED, 8" END. BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST., 1 1/2" EDGE DIST. 2x PT WINDOW BUCK 6.138' PAF x 2118" 9" 0/C 4" END. DIST., 1 1/2" PT TO STEEL COL., SEE W1 VygSHER STAGGERED EDGE DIST. NOTE6 NOTES 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 W/ TAPCONS OR PAF TO THE SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:1DO03325 w® ISUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #102 PROJECT# 04321.201 102Rt MODEL: 4EBB "1828—CALL" GARAGE SWING: L]PFT PAGE: DETAILS 160 ppM®//P��H EXP. C T►RV•H TXSTATSTATEOF F'L®RICIA NOV ! 9 2021 IIWTMITI• • r ��r ,. 03 DATE: 11 / /1_ SCALE: 1/4 P) =1 SHEET