The URL can be used to link to this page

Home My WebLink AboutBuilding PlansZ'I 8 2 8 __AL _AA� J3 --d 3 C A '140"ImL D RV E N E , A - M BAY., F L. 32907 `tEI: (321) 7-' � ,2 7ax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS • STATE OF FLORIDA _ CERTIFIED BUILDING CONTRACTOR: •FLORMA BUUING CODE, RESIDENTIAL, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION CD'S ISSUED ------------ OTH EDITION (2017) A,C AIR CONDITIONING LUM. LUMINOUS 01/26/18 I; E_ • ALL LOCAL AND STATE CODES : ADS ALT. ADJUSTABLE ALTERNATE M.C. MFR. MEDICINE CABINET.. MANUFACTURER OIA5118 2011 FBC UPDATE — -"--- — o DR HORTON HOMES AMP BD AMPERAGE BOARD BOARD ARD MIN. M.T. MINIMUM .METAL THRESHOLD 01II6A$ Gp'S �-1S5UED SIDING ELEVATIONS ADDED .00CUPANCY - RESIDENTIAL, GROUP R3 CL CENTER LINE MTD. MOUNTED 02121AB 1430 CULVER DRIVE NE •CONSTRUCTION TYPE - VB CAB CABINET MTL. N.T.S. METAL NOT TO SCALE _ •MIN. INTERIOR FINISH - CLASS H CLG CLR CEILING CLEAR O.C. ON CENTER 03R6/18 ' , Cp S RE ISSUED PALM BAY, FL 32907 •BASIC WIND SPEED - Vult=160 MPH CONC. CONCRETE P. PROPERTY LINE 04l19/18 FOOTING REVISION PERM. SOWES ---- 1 TEL: (321) 733-7092 Vasd=124 MPH crr C.T. CARPET DRYER Ic rn E P.B. pxT PUSHBUTTON rHArE 06/21JI8 GD'S ISSUED —_ ADDED CURBLESS FOOTER A7 GARAGE DETAIL (FORT MYERS) --_ - FAX: 3 21 7 3 3 - 7 9 7 2 • EXPOSURE - C D DOUBLE PLYW`D PLYWOOD 02A9A9 k • I -STORY RESIDENCE AL GLAZ D PR PAIR D DI i • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DiA A DIAMETER P.T. PRESSURE THE \Ti:I? 02/22A9 PLAN MAINTENANCE REVISED LINTEL SIZE A7 FRGNT ENTRY DOOR AND STATE CODES DWI DISP DIMENSION DISPOSAL R. RaD RISER PC� DILIS ` 03/28l19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) a DP DEEP RA.G. RETURN AIR GRILL 04I24A9 _ DR DOUR REF. REFRIGERATOR u Iz • STATE OF FLORIDA :> , (� CALC. 'S S DS )T' DONN'SPO UT UGT>IY RAr. R'-, ROOM Rr,r (,H (',RF\I'.C, 0444/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (i'9EL6.) ADDED `EXTERIOR MONO DEEP FOOTER' DETAIL 12/51JA (ORL) -- - PROFESSIONAL ARCHITECT.- n `L .FT. „,,,w- D vv DI Hsi � rR , ; `ii rl m cnRr r�T D 06A2A9 ADDED LED LIGHTS •KITCHEN 4 $ATH PER MARK BOMB r\ rar � �I,IOKF DFTr<Tr,R r \ l._% .Tits �iNt l r,Hi N' 06/21A9 MICHAEL C. ANDERSON LIVING 1825 5G2. FT. `"'r \ t SHFFT 0U19119 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) £ AR No. 1730 CsARAGE 4.30 50' Ft. - \r - tH T E"T I''R _r- E\rHI� : """ER 09A1119 ELEVATION 'G' SiDING-ADDED LOUVER • CsABLE ROOF ENTRY 16 SG�. FT. �� r�� r�r�, �,r vsN LANAI 88 50. FT. FLELt,A, s'yURtf 10/25A9 ADDED OFT. B'-0' CEILING HEIGHTS REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS — - FINhN ,r ra ;r.axN<� III A;i A.B. DESIGN 'GROUP LLC R oOR .r.. T>\D�RD 01/01/20 2362 rz, r 2194 HWY AIA, SUITE 301 TOTAL SIQ. FT. R l; R a -\T ,I c TION 04/0I/!0 REVISE ENKAVENT RADON PLAN DIMENSIONS INDIAN HARBOUR BEACH, FL 3293 % a A/C VOLUME 18.120.5 CU. FT. � rR DR rr TREK( H Dr rC�R m�Tlti�, Ti:vIP TEVPrREDt'I v.� 04/09J20 OPT. 6-0' CLG. HGT.- ADDED LED LIGHT IN FOYER Tel: (321) 802-3591 R DICP R \c D1;PCr, \i T'_':: TOP OF c_, RB 04/0OA0 OPT. $'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT C ARCHWAY t,Riii VD i.\L i.TlIR141T. Tr!P T'rPcrE Pi_aTr -- INTERRLPTER Tr+,; TOP rT ST.:\B GlP BU. (il-P.L\I BOARD l VI r.. \i/TTD H 3 HfrSr BITS _. T-i r Hr"ct..i ri :l c r iR[ C P. \ \POR PRO( rr DRAWING CONTRAC'f q. DOCUMENT HDR HT:4 DrR tc Lt UF[ER 4 HT ��;�"D REVIEW BY BUILDER 1`.t,"R Sf'I� yTI„\ THE BUILDER ASSUMES ALL LIABILITY FOR TER HEATE INTERPRETATION OF THE CONTRACT :DOCUMENTS. .v I IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAFTING SET) ARE UNCLEAR AND n IN NEED OF FURTHER DETAILING OR EXPLANATION IN — - — ---- ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE I BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR — INFORMATION) TO THE ARCHITECT OR ENGINEER FOR 4 CLARIFICATIONS. tN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF i CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE — - ----_ -- --- -- - k�BEEN GENERATED FOR UNCLEAR ASPECTS OF _ .THE 'viCONSTRUCTION BASED ON THE DRAWING SET. INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTI0j`, PG CI -COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D-ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—HVAC PLAN PG D1—DETAILS PG D2-DETAILS PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # _ DE 'IF PG 01—FOUN1jATION PLAN PG Sl AA —DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES Reviewed for Code PG S2.1A—DETAILS COMPliance Universal Engineering PG S3—FRAMING PLAN Sciences PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNI -DETAILS PG PAT —PRODUCT APPROVALS rse iI� r \. pv "S 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 UDIN. L,07 i ;REEKSIDE PHASE II LOT #43 PROJECT# 04321.200 043R1 MODEL: 4EBB „ 1828_ CALI" tl GARAGE SWING: RIGHT a. PAGE: .i COVER SHEET ACC MPH EXP.' ARCH'MC' -ATE OF FLORIDA MAR 18 2011 MICHAELm C. ANC'FI L AR NO 1730 9--,�� A C15 ' DATE: OB O /20 SCALE: 1/4"-1' 2" SHEET CI 0 ,:GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017) , ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS; ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. ` 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTHBELOW THE FOOTING IS GREATER THAN''/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS' SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE, CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURESTOCONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITYAND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES`INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF - 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES" DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF'A MINIMUM NO.26 GAGE (0.48 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. C 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. ARA - THE ENGINEERED WOOD ASSOCIATION L 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/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. I MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBINO 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'/4" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE: 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTEROR WALL COVERINfMi 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1,5 TIMES THE DESIGN PRESSURE EIRERIOR FINSHES 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 & ASTM-C1063 12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 DE T AILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R7037. 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, R3027, PJOk 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 1 114" TYPE "W" DRYWALL SCREWS AT 12" 0 C .PER MANUFACTURER'S SPECIFICATIONS) CONSTRUCTION OBSERVATM CONSTRUCTION CBSER`vATION SERES _-ONSTP'_,CTv^N ADMIMSTRATON SER1 ICES ARE NOT APART OF AS DESIG`+uROJP'S SERVICES FOR TH'S PROJECT. T S JNDERST00D AND AGREED T:HA i 7B DES GN GROUPS SCOPE OF SEP'vICES DCES NOT iNC�JDE PR01ECT 0BSER'. �,T'ON JR REVd E''4 OF THE BUILDER'S ? CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES. AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE 3J'ILDER ASSUMES ALL RESPONS,BiLITY FOR INTERPRETATION OF TIE CONTRACT DOCUMENTS. AND FOR CONSTRUCTION OBSERVAT CN. ■ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591, www.abdesigngroup.com AA #: 0003325 11 (, I wit^gab aa� �i CREEKSIDE C PHASE II LOT #43 I PROJECT* 04321.2001043R1 :3 MODEL 4EBBi "1828-1 GARAGE SWING: RIGHT PAGE: l( GENERAL, NOTES 160 MPH EXF ffEC` F FLORIDA FMICHAEL 1 8 2021 . ANDERSON Reviewed for code AR NO 173051 Compliance , Universal Engineering91 T Sciences &s'E: DS 05 20 e� t. 14 n- q� { s-, Y.M1 i It 11'-0 _4II _QR 28'-811 161.011 91 _ 611 15' -1011 31 (2) 3052-81[ -------- e I LANAI W-V CLC% � I 01.011 11011 ®6068 SGD. r ROOOOMG I 6'_11" l'_511 41_4°Nt i, 3'-4.11 GROUND SNOW LOAD WIND DESIGN SEISMIC DE81GN CATAGORY� SUBJECT TO DAMAGE FROM WEATHERING' FROST LINE TERMITE pEPT}{" WINTER DESIGN TEMPO ICE BARRIER UNDERTLAYMENT REQUIRED" FLOOD HAZARDS s AIR FREEZING INDEX' MEAN ANUAL TEMP SPEED (MPH) TOPOGRAPI 41G EFFECTS" NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FBG R302.W THROUGH MC R302.5A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F8C R302.105 jg <_ f 0 a tom' -u a1 n 0ANX WOOF$ COMPONENT AND CLADDMG' PR S UME A% IR-1SH ux.. b36 ;I WIC8 8 cLG Q n I al F 717 G V. € 11 nl (2) 3052-SH EGRESS DROOM #1 8'-W CLCL IOPTrI 0 • I . 36 x60 0" 1 - b24 SINKI�� --IR-1SH 3- SII PAN 3T0 7 2 'S SINK — W/ ENCL t;�t f rT—n f f �!% I —A181_QI C1G LAUN/D1R/Y ( n IR-I2-V-81 C1.G. \0�am RANGE b36 B 61_511I_-2'-4" 69-0PAN. AI O8' CLO3—SH O O y11 ArrG ,y.�' __y I BED DAM #4 / m T11 V. - a, -a, /•I / y)UV Vlaf•d) 1 co II,1 011 all �`IA N 0' 2'=S" v 3'-6" 3'-4" 4'-0" II'-S"LI) r+ .rb Ul m BEDROOM #3 N 8°-8' CLG. m 3-0 WH. I ATTIC L _ACCES U . I I OND II 1 LAV, All B I� BOLLARD AS REQ. �f 8 81CCL�Ca I I I PER SLOGS. S CODE _ GARAGE —Q — 8 -8 CL'x s L V — FOYER BEDROOM #2 -306El i n_ MT. TRANS. El .. — ❑ .. 81EWR (2) 3052-8H— EGRESS [Ell 0 10 -2 3' 10 1 3'-!0' 611 2'-8' 6' 0' 2 -8" 14 -0" 4 -L 21 39'-SI FLOOR PLAN SCALE: 1/4' = I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIF r CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQU'PI WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN '-3 CKNESS, SOLID OR HONEYCOM5-CORE STEEL DOORS NOT LESS 7-AN i 3/8" (35 MM) THICK, OR 20-MINUTE FIB -RATED DOORS. - EGR.E55 NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO 5E EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. FRAMED WALL SEPARATION 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 ALLOWA5LE SOFTWARE TOLERANCES. OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED 5Y THE: MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS V SQ.FT. CALL. S LIVINGS GARAGE ENTRY LANAI 1828`SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15j20.9 CU. FT. ♦ I _•. 1 11 0 IK 1. ass= OL/1Il1fL ZONE 0 MPH WID MA IBNM AND TYPE FOOTAGE 'i MIN. WINDOW 10 5 34/-45 CRITERIA ps EXTERIOR SWINGS 21 5 32/-42 DR. MIN. CRITERIA Sja.D. MIN. -12 5 30/-3-1 CRITERIA " 8010 O.H.D. 56 5 32.5/-38.0 a 160l0 O.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 31fa/-38.8 -6813 IF IF ROOF TILE N/A 3 -58-2�9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE ,COEFFICENT = - 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" t PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR ;I NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATB N I DBL. TOP PLATE 0 R DETAIL AAM: 1/2' =1'-0' ARCH DTL. BR SCALE: 1/2 = 11-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 " INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 G wvvw.abdesigngroup.com AA #: 0003325 P Iv+ CREEKSIDE PHASE II LOT #43 PROJECT* 04321.200 043Ri MODEL• 4EBB`I "1828-CALI" " GARAGE SVnNG RIGHT PAGE: 1= FLOOR I PLAN �a J0 MPH EXP ARCHn-ECT: STATE OF FLORID MAR 18 2021 �a �MICHAEL C. ANDERSON tea.. Stern .*�ry�n PRINT 08/05/20 T] 0 TF'.- SG : 1/4' -1' 0° U SHEET l AI 5HINGLE ROOF FYFON 5KTIIXI7 OR EQUIVALENT 8'-8" SRG. INGT I'-m \ IVX62' FYFON I DECORATIVE 4B SHUTTERS OR EQUIVALENT A TYR I 4' RAISED � BAND (TYFJ� I Ir 0'-0" FIN. FL�_I N N EQUAL TO CONTROL JOINT (TYP.) EQ. /// EQ. 0'-0" F'N. FLR. , I., EQUAL TO CONTROL JOINT ------- CTYP-)------ 1-/-19'-0" 5LDG. HGT. Y EQ. EQ. FYFON LV12X24 OR EQUIVALENT 12 " irm I I� " II�II� 12 1 AI 15 u A _ 8'-8" SRC. HCzT. OFT. COACH A, LIGHT FRONT ELEVATION SCALE: 1/4 = V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103.4 I-IGT. I /145 A �❑ El❑ TYti IF_ m' 0" FIN. FL. 0'-0" FIN. FLR. I I N 0 RIGHT ELEVATION LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 0-0 8 -8" SRC. HGT. I 45 A _00 -m" FIN. FLR. 2' I -0' \� N -1 I � I 1�'t DECO. DTL. A SCALE: 1/2 I'-0' 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. v11N.REQUiREDVENTILATION = 4X 1175 IN UPPER POErION OF ATTK- = 17-0 >:Z, IN. BE PR04IDED IN I SOFF'�TVEi`dTSi OFF RIDGE VENTILATION AREA — 138 SQ. IN. PP, VENT i net free area, TOTAL 4 OF VENTS REQUIRED = 3.41 TOTAL 4 OF VENTS PROVIDED = a SOFFIT VENTILATION AREA SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIR 67.20 Reviewed for Code Compliance Universal Engineering ID 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 E 4 N pC U W 4 F A� C � ati SvsDIV. 8e LOT: CREEKSIDE PHASE II LOT #43 PROJECT# 04321.200 043R1 DdODEL 4EBB "1828-CALI" GARAGE S` rNG: RIGHT PAGE: ELEVATION "D" 160 MPH EXP, C ARCHITECT STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 05 20 SCALE: 1/4"=1'-0" 1 SHEET N&V ELECTRICAL LEGEND SYM1�501- DEFINITION NOTES -{---� 125V OUTLET 20 AMP SINGLE POLE =Q.a�-a..m-, 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED 1 TO SWITCH GFI 110v OUTLET EaUIPED wi PAUL INTERIPTER (TAMPER I RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION Up EXT. WATERPROOF FAULTGROUND —tt Wl OUTLET INTERRUPTER I �.JJiico4-S t � SWITCA4 3-LLIAY Or F' nA SWITCH 4-WAY OF' ''F 0 q WALL rI- `f LIGHT CEILING LIGHT F © LED CLG LIGHT -. OVf' LED VAPOR PROOF LK=HT q.laA— I i R� VP VAPOR PROOF C LIGHT -ue O RECESSED CAN VENT. PAN I CFM MR 5a FT. I VENT. FAN W/LIGNT I GPM PER 8Q. FT. --7ANITY LIGHT FIXTURE (SPEC'S TE D BY BUILDER) -� 4'X2' FLUO ENT A�DWRAP f LIGHT (RECESSED) FLUORESCENT WRAP LIGHT AROUND AROUND (SURFACE MNT� 2' FLUORESCENT 4' PLUORi � —�r�—>� 4' TRACK LIGHT PANEL METER �l DETECTOR w/ HAROWIREUP WALL MOUNTED IJPA�A�-UP SD. SMOKE DETECTOR at HARDWIREJ ATT BACK-UP W/ °J/CO CARBON MONOXIDEd SMOKE DETECTOR.. W 1fld�LLIWl1 INTER -CONNECTED SHALL BE A DISTANOE COMt30 OF NOT LESS THEN 4' PRO, WALL PENDANT LIGHT `p. NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONINGTO BE 210V UNO. ON AHUET DISCONNECT TTH S SWE TV TELEVISION JACK CEILING BOX REQUIRED O TO BE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING °AN/L ICsHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION I no 24' INCANDESCENT LIGHT STRIP nnnnnn 16' INCANDESCENT o LIGHT STRIP nnn,� 40, INCANDESCENT LIGHT STRIP - -„ FLOOD LIGHT OPT. SECURITY KEYPAD I PS. FUSH-BUTTON = FOR CHIMES .., �.. UM PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO BE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING, • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED FIER ELECTRICAL PROVISIONS OF 95CR 6TH EDITION (2011) 4 NEC 219212 2014 EDITION 20 AMP DEDICATED LAUNDRY CIRCUIT. • GIN o 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 M15013 FBCR 6TH EDITION (2011) •. LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION.FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6T14 ED (292111 ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 67H ED (2011) • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 19% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER Firer ENEMY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201-1. 6th EDITION R404.1 ❑y — — — — --- LANAI CEILI 1 MTD. LIGHT 1 �`%PRE—wiRED LIVING ROOM TO BE INSTALLED, 1 /. .\ CLG FAN PROVIDE 1 Cam' `O FIRE -WIRED` ' J-BOX FOR 1 WP CLG FAN /, ?T(\.N OF'T. FAN I — GFI E ,J E DINING �J ROOM I I I r I I CL \ ` E qp CABINET 1 — — — — — — — — --------�— GFI L — --- L C-iI /SINK 'DW ` I OUTLET --_I� KITCHEN L GFII Dw PAN. �� RANGE I E HOOD WIRE W/J OUTLET FOR FUTURE MICRO ❑ "M. PRE-WIRED CLG FAN a I I W.I.C. �\ CsFI 1p31II 1 I I -L ., l 16 II 1 --- ----li 1 BDRM. #4/ E Lu II S/GO II � PRE: -WILD E I I / CLG FAN II ' �1RAI i S I C-FI C'sFI 4'AFF. 44'AFF. I P.B. FOR 4 WH • I GARAGE F-----� I DOOR 1 \ BOLLARD I \ As Ii OND I I WALL MOUNTED PER BLDG. BDRM.#1 ON 10 �� FIRE -WIRED CLG FAN M --- I 1 LIGHTW/SWItCH IN CODE BATH #2 ATTIC �5/cO I �� i CsF I / I KEYLESS OUTLET i FE D BDRM. 2 / oVERIFY / FLYER LOG. I = ENTRY GARAGE FIRE -WIRED I CL5 FAN IRRILSATI ON OUTLET Is 48' Ar-P. CsF I E I, S—G'�ti°1ES ,E —"--:— — — — — — — — — — E I� --1-------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = V-0' Reviewed for Code Compliance I I Universal Engineering I= o I Sciences L° I Cq �- °�° LED LIGHTING LED LIGHTING DOUBLE LAV. 1 SINGLE LAV. OUJNER'S BATH m SAtH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE Pi 6tH EDITION (2017 LOCAL CODES,. AND ALL LOCAL POWER COMPANY IEOWREMENTS. 8, ALL CONDUCTORS SHALL BE TYPE THHN/THIUN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER 7F-7LT7? PROVIDE 150 AMP, 120/240 VOLT, 111i SECONDARi ELECTRICAL SERVICE. PROVIDE M COPPER (CU) IN I-W11 DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE. 302/0 CU, THLLN f 1% CU IN 2' CONDUIT OR 3 04/0 AL, THU.N . 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT s OVERHANG-) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R8 ENCLOSURE MLO M O PANEL 150A/2P. MCB L-Tr TELBPI-ZONE BEI�!CE �I CABLE TELEVISION ENTRANCE ITuI SERVICE ENTRANCE EQUIPFEINI EGJIP`1ENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS - 1 14 CU 4ERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). ii DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd esigngrou p.com AA #: 0003325 4 uj ('Ss�V. elm der r i s CREEKSIDE PHASE II LOT #43 I PROJECT# ""' 04321.200 043R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 100 MPH EXP. C ARCHrrECT: STATE OF FLORIDA MAR 1 8 2021' I R ;HAEL C. AasNDER ON b-OR NO 47O5 08/05/20, K _ 10 I I PLUMBING PLAN SCALE: 1/4 = V-m' KITCHEN SINK W/ AUTO VENT 1-1/2' VTR I I I A.A.V I 2' 2' � TU5 LAY I WC 2 I M. LA12- 2'.V- WC AA.V 3' LAV 2' 2 5HWR 3' TO CO MAIN (LE1-T) 1 A, r TO Reviewed for Code MAIN Compliance Universal Engineering (ALTERNATE RIGHT) 93 Sciences PLUMBING RISER DIAGRAM 2194 H WY A1A, SUITE 301 $ INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359.1 I; www.abdesigngroup.com I} AA #: 0003325 �> k W Z' 0 W 3 qq yd t LJBDIV 8e I CREEKSIDE PHASE II LOT #43 I; PROJECT* 04321.200/043RI I MODEL: 4EBB "1828- CALI" GARAGE SWING: RIGHT PAGE: i PLUMBING PLAN Ws.160 MPH EXP. C ARCHFECT: STATE OF FLORIDA - L MAR 18 2021 I4ACHAEL C. ANDERSON AR NO 17305 _ DATE- 08/05/20 SHEET P_ C HVAC PLAN SCALE: 1/4 = P-0' Reviewed for Code Compliance. Universal Engineering 1B Sciences R-VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT !NSUL FRAMED WD - ADJACENT FRAMED WD - EXTERIOR R-4.1 R-13 R-13 CEILING' UNDER ATTIC R-30 EQUIF't'IENT SCHEDULE A 3.0 TONS MFC% CARRIER C.U. 25H5C53&A*030* A.H.U. FX4DNC5,F)03-1L HEAT 5 KLU SEER 155 SEER TOTAL CAP 34800 ELECTRIC 208/230/11=H 5RKR C.U. 35 A.H.0 35 REF LINES 3/4" E 3/5" ,"CREEKSIDE m" PHASE II LOT #43 PROJECT* 04321.200 043R1 MODET • 4EBB "1828-CALI" GARAGE SWING:' RIGHT PAGE: 5 H VAC PLAN I �h 16011 , j it 6011 VPF 1 4f✓ .i k I`1 �. k_ � 'dr _. 2005 08 PRINT $,ATE: / / , SCALE: 1/4"=1'-O" SHEET 1 2X4 TOP PLATE PER FLR Jill PLAN 1/2' CLG. 1/2' DRYWALL PRE -FAB TRUSS SECURE BT. 2X4 WOOD PLATE TO SLAB STUDS 624' W/ 10d MASONRY O G. NAIL a 32' OL. MAX FIN. FLR SLAB NOTE: 5TUI75 IN PARTITIONS SUPPORTING WALL HUNG PLUM51NG FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 2411 O.C. TYP. INT. WALL (NON -BRIG. SCALE: 3/4'=1'-O' 1=I$ER3LA88 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' OS$. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x `FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i'_0 TYP. o.H. 5/8' GYPSUM 5C OR 1/2' HIGH STRENGTH CLG. BOARD 5" DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (0- "s (2) COURSE [.A11LK AND SEAL LIFE NOT CUT I;' PVC SLEEVE FOR GAS LINE BOND em AM IR' SYM RL. BD. BARS wDOD BASE 2�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-011 SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION '---R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES � SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS a 24' O.G. 8' GMU 1/2' GYP. WL. BD. WOOD BASE 0'-0' FIN. FL-R. e d < d d. y ddv e � o dd d d a a W/ WINDOW OPENING a FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �&' O.S.B. SHEATHING OR if CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n TYP. WALL SECTION NO OPEN'NG NOTE: PER SECTION e05.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 1-STORY HIP BLOCK WALL (2) LAYER UNDERLATMENT 5TSTEM SCALE: 3/4' =1' -0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR SREATER, (1) LATER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, A67" D 486Q TYPE IV, OR ASTM D 615-1 2B GAS LINE THRU BLOCK D 1 SCALE: FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON �6' O.S.B. SHEATHING OR if CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 GOAT—L' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-01, FIN. FLR, T C.H. 1/2' THICK, 2 COAT — PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CALV.STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GIALVERTICAL APPROVAL REa T VERTICAL TRACK 1' MIN. BY MAUF. SLIDE FASTENED TO ROOMTRACK BRACKETS W/ PRODUCT APPROVAL REQ. CORNER BEAD a, C U SEE STIR UCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL - CELL AS PER PRODUCT APPROVAL REa SEALANT t BAGGER ROD WEATHER STRIP MOULDING ALL AROIRND (BY DOOR MANX.) OVERHEAD DOOR BY OTHERS 3 1 GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-O. 1_2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS o EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— PER STRUCTURAL. TU ALL UPRIGHTS PER STRUCTURAL DETAILS RE-ENG WD. TRUSS PER ELEVATION P WCONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS Ff INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Q d m.' e. < dd d < d Q: A W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS (REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS is 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �r'' O.S B. SHEATHING OR if CDX PLYWOOD SECURED PER _0 FASTENER SCHEDULE T P. MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT i='LASTER APPLIED DIRECTLY TO MASONRY a TYP. WALL SECTION B NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' CMu 0'-0' FIN. FLR Reviewed for Code Compliance Universal Engineering ED Sciences Note: UJALL 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 III- All exterior fenestration products shall be sealed at the juncture with the building Wall with a sealant Complying with AAMA SOm or A57M C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type Of sealant. Fluld-applied membranes used as flashing in exterior walls shall Comply with AAMA 114. The flashing shall extend to the surface Of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W V3 W U W o } 0. U W Q F A C a SUBDIV. 8a LOT: CREEKSIDE PHASE II LOT #43 PROJECT# 04321.200 043R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT DATE: OS 05 20 SCALE: 1/4"=1'-0" SHEET 1 TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X'S' 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 0 `SECURE 2x4 ONE' FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED 0 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 8' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 0 0 0 O NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERS SUCH INSTRUCTIONS AIRE MORE STRINGENT GARAGE DOOR (a)BUCK ATTACHMENT p euu.t, 2X4= 2X4:= SECURE TO BLOCK W/ 3i(6' 2X4= SECURE TO BLOCK WN4' TAPCONS (MIN. SHANK SIZE SECURE TO BLOCK W/ W6' TAPCONS(MIN. SHANK SIZE .145 TAPCONS MIN. H AD SIZE 300 (MIN. SHANK SIZE .145 .145 MIN. HEAD SIZE 300 8' CMU MIN. IN WITHIN I Ya') 5' OF EACH ' OF EACH END MIN. HEAD SIZE 300 MIN. EMBEDMENT l Yq') MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X X' DRYWALL V O.G. MAX SPACING. NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END a NOTE: STRUCTURAL 2X ,, WITHIN L of EACH END MUST BE ON OUTSIDE 4 1'X4' OR I'X2' P.T. NAILER 2X6 MUST BE ON OUTSIDE < I8' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 IS' O.G. MAX SPACING. SECURED THROUGH lx4 P.t. OR `'/a'X4' MIN. 4 SECURE TO BLOCK W/2-3i{6' SECURED THROUGH NON-STRUCTURAL' 2X6 SECURED THROUGH W6 2X6:® SECURE t0 BLOCK W/I-1/4' NON-STRUCTURAL TAPGON MIN. I-Ya 1 ❑ SECURE THRU FRAME TAPCONS TAPCON MIN. i-Yq r SECURE TO BLOCK W/2-STRUCTURAL-STRUCTURAL TAPCON MIN. 1 Ya' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. EXTEND 1 4a' INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCONS EMBEDMENT INTO BLOCK .145 W/ W&' TAPCONS MIN. HE SIZE 300 8' GMU (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 ❑ (MIN. SHANK SIZE J45 MIN. E PMENT 1 Ya') -, DRYWALL MIN. HEAD SIZE 300 8' GMU MIN. EMBEDMENT 1 Y4 ) , 8 CMU MIN. HEAD SIZE 300 WITHIN 'OF EACH END 4 MIN. EMBEDMENT 1 Y4') 1�' DRYWALL WITHIN 8' OF EACH END 4' DRYWALL MIN EMBEDMENT I-Yq ' WITHIN 8 OF EACH END 4 18' O G. 2X8: MAX SPACING. ❑ 1'X4' OR I°X2' P.T. NAILER WITHIN 8'5F EACH END 4 IB O.C. MAX SPACING. 1'X4' OR 1'X2' P.T. i<AILER 18' O.G. MAX SPACING. I X4 OR I X2 P.T. NAILER ❑ 2X8 cm 18' O.C. MAX SPACING SECU 3 TC3 BLOCK W/2-�6'X8 N6 O.S.B.OS.B. X 4 MIN. 3� SECURE' TO BLOCK W/1-V4 lib OS.15 X 4 MIN. TAPG S SECURE TO BLOCK W/2-W6' TAPCONS DOOR CASING (MIN. S ANK SIZE .145 DOOR CASING TAPCONS SHANK SIZE DOOR CASING (MIN. SHANK SIZE .145 IN.SHANK POOR CASING: Q DOOR JAMB OR WINDOW MIN. HEAD MIN. EMBEDMENT SIZE 300 I Y4) DOOR JAMB OR WINDOW .145 MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yq') POOR JAMB OR WINDOW MANUFACTURES DETAILS. 18 O.C.o.c. ' MA SPACING. MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: 'SHIM AS NEEDED to PLUMB JAMB IV O.G. MAX SPACING:. MANUFACTURES DETAILS. 18' O.G. MAX SPACING:. MANUFACTURES DETAILS. (DO NOT EXCEED Y49 (DO NOT EXCEED Y4') mare, SHIM AS NOcFn TO rt.une JAM (DO NOT EKCMD YV WM: SHIM AS NeeoeD TO rune JAMS (Do NOT eX=eD V) DOOR JAMB TO BLOCK +3/4 OR +5/4 <DOOR JAMB TO BLOCK +1-15//16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16' A WINDOW TO BLOCK +3 4 OR +5 4 C WINDOW TO BLOCK +1-15 16" E WINDOW TO BLOCK +3" /r1 WINDOW TO BLOCK +3-7/16" `s SCALE: N.T.5. SCALE:'N.T.S:` SCALE: N.T.S. SCALE: 2X4tm 7 2X4:® O BLOCK W/ 3(b' 2X4:= SECU LOCK W/ 3%APCONS SECURE TOIBLOCK JulW/ 3{6' SECURE TO BLOCK W/Y4 TAPCONS OR TAPC S (MIN. SHANK SIZE .145 TAPCONS (MIN. SHANK SIZE .145 (MIN. S ANi� SIZE _I45 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HE SIZE 300 MIN. EMBEDMENT I Y4') MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4') MIN. MIN. EM DMENT 1 Ya') EOF WITHIN. 8' OF EACH END 4 NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 WITHIN 'EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING:. 18' O.C. AX SPACING:. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH 18' O.G. MAX SPACING. SECURED THROUGH 2X6:® 2X((a� SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STRUCTURAL 3i(6' 2X6:® NON-STRUCTURAL6" SECURE TO BLOCK W/2-�(b' SECURE TOBLOCK W/2 3i(6' 3� NON-STRUCTURAL /b' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Ya SECURE TO BLOCK W/1-1/4' TAPCONS(MIN. SANK SIZE TAPCONS TAPCON MIN. 1-4' .145 EMBEDMENT INTO BLOCK TAPCONS TAPCON MIN. I-Y4' .145 (MIN. S ANK SIZE EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZED3b0 MIN. HEAD .145 SIZE 300 MIN. EMBEDMENT 1 Y4') 8' G*"U MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EM FOMENT I Y4') WITHIN 8' OF EAC- END 4 DRY�JALL MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 8 GMU T , OF EACH END 4, $ GMU 18' O.C.MAX SPACtNC�. I'X4' OR 'X2" F.T.NAILER � WITHIN 8' OF EACH END 4 k DRYWALL S 18 O.C. MAX .PAGNCs. J�" DRYWALL I O. 18' O.G. A SPACING. DRYWALL I I NAILER 2X8;1� 2N, 2X`SECURE TO 8 O.G. MAX SPACING. 1 "X4' OR I'X2' P.T. NAILER 2X8:cm ❑ I'XW OR I'X2' P.T. NAILER 2X5: X4 OR X2 P.T. ❑ SECURE TO BLOCK 'a/2-3f6' STRUCTURAL MEMBER 2X8 (—j P.T. X 4' MIN. SECURE TO BLOCK W/2- (b' DOOR CASING SECU TO BLOCK W/2- DOOR CASING TAPCONS(MIN. SHANK SIZE W/(2)12d WITHIN 8' OF EACH SECURE TO BLOCK W/1-1/4 DOOR CASING TAPCONS TAPGO (MIN. SPANK S, SIZE c145 [DOOR .145 MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') OOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MIN. EM FOMENT 1 Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN " OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. ATTACH TO 2X PER WITHIN 8' OF EACH END 4 TTAGH t0 2X PER .WITHIN 18' O.G. MAX SPACING:. 18' O.C. MAX SPACING.4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE: S IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +i-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +T - DOOR JAMB TO BLOCK +3 3/4"I WINDOW B TO BLOCK +1-1 2 �� WINDOW '' TO BLOCK +2 1/4" WINDOW TO BLOCK +3" F %u WINDOW TO BLOCK +3 3/4" ii SCALE: N.T.S.' SCALE: N-t.S. SCALE: N.T.S. SCALE: N.T.S. ®1 Reviewed for Code Compliance Universal Engineering 1B Sciences 2194'HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:0003325 IRS Lu x rr nl LTBDIV. & y,p.37 .;' CREEKSIDE PHASE II LOT #43 TPROJECT# 04321.200 043R1 P. 4EBB "1828-CALI" GARAGE SWING: '. RIGHT PAGE: �I DETAILS E 160 MPH EXPI ram' ARCHrrECT: STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERS07W AR NO 17', 08 05 20 C14U .E: 1/4"=1'-0'° "N:� IEET �2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATIONPROCEDURES PREFORMED CONTROL JOINT i �' THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS T \ PLASTER BE WIRED TIED TO LATH' 9' WPM LAYER 02, FORTIFIBER O.C. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH W LEG MAY BE USED TO TEMP. FASTENED ®1' (VERT.) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WIRE, LAYER 01, FASTENERS TO BE SPACED STUCCO WRAP a 1' O.C. MAX VERTICALLY WOOD SHEATHING 7 I LSYSTEM gNSTALLED IPER MANUIP To }" LP MfN. LATH SHALL NOT BE CONTINUOUS 61 TO a• MIN. 6 To e MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ / STRUCTURAL STUD L FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 19) 0m415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITI TO WALL STUDS REQUIRED PER PLAN NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E W • HORIZONTAL LAPS. ALL SEAMS NEED TO T WITH FORTIBER SHEAT /I" MIN. AP • 6' MIN PAPER LAP BELOW ONLY / WM LAYER •2, FORTIN5ER/ BOIL MCs'PAPI R APER LAP SCALE: 1 1/2'=11_0' LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER •l, STUCCO WRAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL WOOD STUDS NOTE• SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER TYPE CONTROL JOINT THEY SHALL BE TIED O"M" BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO O1. FOLD INWARD • PT. A O1. FOLD INWARD s PT. A . ]. CREASE • PT. B FO: •, � KICKC'LTT DETAIL OI. FOLD INWARD • ® 1. FOLD INWARD • FT. A FT. A 7. GREASE • Pr. B Y. CREASE • PT. B ',.. 3- CREASE • FT. C 3. CREASE • PT. C 4. FOLD Pr. C OVER PT. B TILL PT. C TOUCHES _ BOTTOM FLAYGE SHINGLE ROOFNG� DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHNG, MECHANICALLY FASTEN 4' OG. MAX. FLANGE L WATER TIGHT SEAL FOLD, DQ bIgn CUT. 1' TWIG 3 COAT CEMENT PLASTER (FRAME), IR' 7 COAT CEMENT PLASTER (CMU) WRB LAYER 02,.FORTIFI5ER BUILDING PAPER (FRAME ONLY) WPM LAYER h,, STUCCO WRAP'(FRA9E ONLY) LAP LAYERS OF BUILDING WRAP OVER "LNG FLANGE, STOP UA® APPROX I W ABOVE SHINGLES (FRAME ONLY) \ , FRAME OR CMU EXTERIOR \, RVOFAUALL SCREED L SxaWALL FLASHING KICK-O DETAILUT RASFfRJG (SEE bETAIU FASCIA WRAP WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 I.S.I. Zm=1111 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6' MIN. LAP LAP • LATH LAP a PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL a STICK 4. w ti Y. y F zLr z r' tf1' N �I ROOF CEMENT ER T TJA (BEND OR LGltI) nor_DER STALL 1GCKOUT 3 AT BOTTOM OF ROOF 4 T'_RSECtIONb NOTE: IF ZIP SHEATHING' SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 N.T.S. -1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 8' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREE:_ 5'X5' 'L°TYPE CONTINUOUS GALV. METAL FLAS+4I NG (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FTLASHIN 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 BIDE OF SELF -ADHERING MEMBRANE FLASHING STEP M INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NI 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF .STEP 02 SELF -A Cs ERING MEMBRANE U l B LAYER 01, STUCCO WRAP WRB LAYER R, FORTINISER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE ' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION RM.? Exterior use of portland cement plaster shall comply with the application requirements of ASTM.0 926-12A. Installation of exterior lathing and taming shall comply with ASTM C 1063-12A. T f ON DETAIL LEGEN Reviewed for Code Compliance Universal Engineering Sciences DfRAfNAr3E FLANS. LA`nn`EfiR #1/ STUCCO UJfRAF UJR5 L>4`1'EfR 1*2 (FOfiRT IF:15E R _ . _ BUILDING 1'nnnIETAL LATH X X X X n. UJOOD 5�a—I11�1C OR i/16 ° ZIP SHEATHING S`T'STEM (INSTALLED PER 1" IANUF. SPECS.)' SELF-ADI4E5IYE FLAeS ZINC - — — — — — NOTE j 1IETAL LAT1-I: LATE TO 8E FER SECTION R103.7.1 /)45T1"I C — a47 — 09/ 1"1 IN. 2.5 LBS. FEIR SCE. "'AfR'D CUT IL f l""r OR NO1lnnn1IN)4L LATin4 DOES NOT 1`IEET 5'FECIFICATIONS) 2194 H WY AMA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W W U W o F N_ yam.{ pC 0. V q O h A� C e ' d 4, q SUBDIV. 8e p'r C'REEKSIDE PHASE II LOT #43 PROJECT# 04321.200/043R1 A ODEL.: 4EBB "1828-CALI" GARAGE SWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS kill t ARCHITECT: STATE OF FLORIDA MAR 10 2021 MICHAEL C. ANDERSC AR NO 17305 tPRINT 08 05 2CI. DATE: / 1 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 01, STUCCO WRAP RYER VENT INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 90E(5) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 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 0 JOINT ALL AROUND [PER SECTION R703.7 Exterior lathing and plate Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING LEGEN O DRAINAGF= PLANE ('FRB LA`i'ER #1, STUCCO UJRAP� UJRB LAYER #2 (FORTFIBER - - - - - BU!LDIN� X—X—X—X STUCCO 1000D SHEATHING OR 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - — — — - NOTE: I" 1ETAL LATHI: LATH TO BE PER SECTION R-1ID3.7.1 / ASTM C-i54-1-09, MIN. 25 LBS. PER ea. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 6B DRYE BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL roll SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC- METER VERIFY LOC, STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP d SIDES I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. Al'<i=/4 iv M=LlmI Vr= STUCCO SCRATCH COAT 4 1 COAT OF PAINT wiBACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD D%FY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED UJITH RIGID POLYMERIC 5OCYANO7E-1=0LY5LEND FOAM Ar aTi 1==11 OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �10 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR 1" IETER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION I LAYER 41, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO t-1EMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEF '*1 -I/Ii ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP s WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION _��FINISH • WOOD ' FASTEN TO WOOD STRUCTURAL 4 MEMBER o 1' OjC. MAX 8' CMU —� Ye' TO )J' MID -WALL IG WEEP SCREED --..ZQ i WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES f� I LAYER 01, STUCCO WRAP GUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED I LAYER °1 STF '*2 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE "D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOLZEWRAP WR5 SAYER "2, FOR71FI5ER SU!LDiNG PAPER ST D :' ELASTOMER[G COATING OVER STUCCO/ G.V. FINISH (SEE TYPfCAL WALL SECTION) METAL LATH STD 5TEF #ro ELECTRICAL RECEPTACLE 93 Reviewed for Code Compliance Universal Engineerin Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W rn w W zz O I o F ? I& V3 q O F A C E4 ati SX BDIV. 8e LOT: CREEKSIDE PHASE II LOT #43 PROJECT# 04321.200 043R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA 18 2021 ►EL C. ANDEI AR NO 17305 ]DATE:: 08 05 20 ]DATE: SCALE: 1/4"=1'-0" SHEET WA2 L JIB C E N T DRAINAGE PLANE CIURB LAYER 01, STUCCO LJRAP) LRB LAYER *2 (1=0RT11=15ER 5UILDING PAPER) METAL LATH x x x x STUCCO U)COD SHEATHING OR 1116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING CORN ER BEAD a CORNER BEAD (FASTENER 4 SPACING m -I" O.C.) NOTE: IF ZIP SNEATI HNG SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CMU V THICK, 3 COAT CEI" LENT PLASTER APPLIED DIRECTLY TO MASONRY RENOWN Reviewed for Code Compliance EM Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W ti v w 6 O F yy>� pC P 40 F q �®+ a SUBDIV. 8e LOT: CREEKSIDE PHASE II LOT #43 PROJECT# 04321.200 043R1 MODEL: 4EBB 101828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHrTECT: STATE OF FLORIDA MAR 18 2021 \EL C. ANDEI AR NO 17305 PRINT 08 05 20 DATE: / / SCALE: 1/4"=1'-0" SHEET 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU METAL FA 11 II 11 I � I i 2X6 SUB E 1 � / 1 METAL FASCIA WRAP Y8' FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) \N, NOTE: NOTCH FOR 2X6 SUB BAND ONLY �\ I00 ( )ELEVATION �1 1 ROOF KICK OUT REi" 1OVED FOR CLARITY TROOF DECK (BEYOND) \ DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) 11/8" TEXTURED FINISH -W WOOD, 1/2' TEXTURED i FINISH 6) CMU `, 2x6 SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUS BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU x x x x .•. F. METAL LATH x x x x x WOOD SHEATHING x x x x x x OR CMU WRB LAYER 01, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x WR5 LAYER "2, FORTIFISER x x x x x x x x x x x x x 5UILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x x x x x x x x x x x .%� METAL KICK OUT ,% .- ..... x x x x x .'' xM. NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS Ko"-8" O.G. MAX. 2x SUB -BAND W/>y"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL OP WALL SUB BAND DETAIL OP WALL W./KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYRx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -s ROOF EDGE OMITTED FOR CLARITY FRAME OR Cl_L WALL KICK -OUT FLASHING FEL I PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, /4' ABCVE BOTTOM OF 2x SUB -BAND WI lI 11 x4" NOTCH a Reviewed for Code Compliance END, WRAPPED IN Universal Engineering PEEL 8 5TICK 93 Sciences *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w w U w o ? 8t x w CEN � A � �ah SUBDIV. 8a LOOT: CREEKSIDE PHASE II LOT #43 PROJECT# 04321.200 043R1 MODEL. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND ARCHrrECT STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDEI AR NO 17305 r DATT E:: 08 05 20 1 SCALE: 1/4"=1'-0" 1 SHEET WAS 4, 9'-8" 'v— FM-12X12 co I N C N P 4" CONC. O o 5o X w LL S LAB ao I a� 1 � o a 3 1/2" 1; 0, LF-24X24 10'-0" ry 39'-8' 2$,_$„ 15-10" EI — — 1 FM-12X18 - 1.1 S-4" 10 I , '111 1.1 F — _ 1 O 1 FM-12X18 EXTEND SLAB 1 1/2" - 1 1.1 1 a �n 1 1.1 1 1 I M 0 1 010.1 _ TOP OF 1 SLAB `� � o X N m V' _' I u- I� 1 1 1 1X 1� I� � 1 LLI a0 1 1 El of 1 'n 19, 0; 5' 0;, 15'-8" 01 4" PVC CHASE X 1.1 TE-1 v� i4" C ONC. SLAB 5 112 ° TOP OFOF 50" SLAB I I Co 3 6" 0 - N PJ 0 W X I N 1 EXTEND' — 4 1.1 SLAB 4 1/2' 2 c CC m FM-12X18 1.1 L SLAB N�, X -3 1 2LL Al, 3 4'1�NA kofu- 2 71;2 o 1,1 09 1.1 L_ FM-12X18 1.1 J FMC 12X18 v FM-12X18Ell cy,^-12X.18 — 0 — — — — — — 10 —. 4 4 1.1 1.1 10, 2;, i 3' 10 ✓ �Z 2 g 16' 0, 2, 8„ — z 4,4 21' 4' 39'-8" FOUN � 1 PLAN SCALE: 114" = V-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-Y-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. 11.13INDICATES #5 BAR, OINDICATES #6 BAR,EINDICATES #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 A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, 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 S-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6xfi W1 GENERAL 3 1/2" 6 MILIL 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 FM-12xl2 12" CONTINUOUS 12" - (2) #5 s + 0 -0" FM'2x'8 12" CONTINUOUS 18" - (2)#5s (+10 0' FM'6x'8 16" CONTINUOUS 18" - 12)#5s FMC-'2x'8 -2" CONTINUOUS i8" f2)#5s #° NCiIRB VARIES F-L' its i4" 24' 12" s s SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAP -CONS CONC SLAB A/C SIMPSON W$ UNIT ROLL STRAP OR EQUAL Q ;:(EAG-I CORNER OF UNIT SECURE STRAP TO, UNITS W/ (2) i'Bxl 1/4 9I4T MTL SCREWS A/C CONNECTION Reviewed for Code COMPliance TO PAD DETAIL Universal EngSciences ineering 2194 H WY AJ A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroUp.com `i AA #: 0003325; w.7 I`' CREEKSII)E f PHASE II LOT #43 1� caECT* 04321.200 043R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH.. by ARCHITECT STATE OF FLORIDA L 18 2021 ANDERSON 17305 (w PRIYSTT DATE: 08 05 20 SCAJ�E: 1/4"=1'-O" FEET s i 43 I� L Q d Q m W U co J" a OU 0 M . EXT. PORCH SLAB / W/ 1/2" ISOLATION I(/ JOINT (WHERE APPLICABLE) Z N STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL e SEE SLAB SCHEDULE q.' e s 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) a SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY TOP OF,' BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING BOLLARD SCALE: 3/4"=l'-0" �2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 114" X 2 1/4" TAPCONS SCALE: 3/4"=V-0" AP P PLATE A MIN. OF 48" AND N W/ 16d COMMON ° NAILS. 2- WS. 4" O/C BTM. VERIFY HEIGHT LAP TO OC R OVER STUD OF WALL W1 PLAN 2x4 OR 2x6 WOO EA RING —� PROVIDE BLOCK G WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING INGLE BTM. PLATE TO BE PT. \\ REB PLATE T4 PROVIDE DBL. TOP PLAT BNB ` ' d MASONRvNAIL TAGGERED \. IONAL METAL NECTORS NOT LIFT iS 'RE EN T UPLIFT IS PRESENT. rSEE SL.-�BSCHEDULE TOP OF SLAB SLAB 74` ^R Vq'x 3 BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE :3/4"=1'-0' (NO LIFT) Z STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND Y SPACING REQUIREMENTS M W 0 ! a 8' CMU WALL o Cl) Z :a SEE SLAB SCHEDULE EXT. PORCH SLAB L 4" CHAMFER,(1STORY) W/ 1/2" ISOLATION ` 6" CHAMFER (2-STORY) JOINT (WHERESEE SCHEDULE APPLICABLE) za. FOR WxD, BAR SIZE AND BAR QUANTITY N ro� EXTERIOR MONO -FOOTING +_ 0'-01, r TOP OF�SLAB V(1 OF GARAGE @ GARAGE SCALE 3/4"=1'-0" w W J oa 0 IL j to of J a- J Q J — ao = IY = m C~7 v Z � W J O n NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING AR TO 6 MONOLI HIC FOUNDATION SCALE: 3/4"-1-0" Tgv— STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REOUIREMENTS Q d I F- �I Q ul U w J L o U O � 8" CMU 0 TOP OF SLAB ° SEE SLAB SCHEDULE ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH a - FCUNDATION AND SLAB ,.4 SEE SC-i ULE CR v`ix[DBA SIZE AND,R CUAN TY BINED EXTERIO MONO- O TING AND COL. P 1 SCA 3l4"=1'-0" 30" MIN. EACH WAY MONOLITHIC FOOTING rT- a. ..s D O a v 1 r FM j CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH $ ? WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF, IS CONTINUOUS sv) . MATCH AMOUNT OF CONTINUOUS BARS I L: L` CONTINUOUS STEEL MONOLITHIC ° • 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), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM LAP TO CCUR OVER STUD 2x4 OR 2x6 WXPS WALL W/ SYP No 2 STUDS SSPACING. SINE TO BE PT. PR PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W] 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" -01, SCALE: 3/4"=V-0" — VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOGKII IV. PLATE TO SLAB W/ KEDGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC SLAB SCHEDULE RECESS AROUND GARAGE 4 DOOR OPENING SCALE: 3!4"=1'-0" 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 Not STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE FOR NRY SET EV: I I VERIFY HEIGHT WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W110d MASONRY NAIL 16" O/C STAGGERED. I/W�� ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. IY SEE SLAB SCHEDULE OF SLAB ° , a a n. T I UP OF SLAB ' `\ ...44. a a a a .•.e a •a A <. EQ. EQ. SEE SCH ULE EQ EQ. SEE SCHEDULE FOR WxD, BA IZE FOR WxD, BAR SIZE AND BAR QUANT AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WA p INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4'=V-0" (W/ UPLIFT) U SCALE: 3/4"=1'-9' (N O �J PL I FT) DOURED LINTEL CONT. (TYP ) 3" CMU FILLED CELL!TYP,) 2X WALL FRAMING i2" DIA SIMPSON ST62 BOLTS 5" AINIMUM EMBEDMENT INTO 3ROUTED CELL. 4' FROM ENDS AND 16" O.0 VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" Reviewed for Cade 91 Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 SUBDIV. CREEKSIDE PHASE II LOT #43 PROJECT* 04321.200 043R1 j MODET. 4EBB ,641 "1828-CALI" %vrw.c�RAC3E SWINGa RIGHT PAGE: "k DETAILS ks MPH EXP. C ARCHfTECT: STATE OF FLORIDA SA `M w MAR 1 a 2021 tm ICHAEL C. ANDERSON AR NO 17305 PRINT Wj DATE: 08/05/20 SC AT 1' F SHEET S1aIL_ 10'=6" DOWEL PLAN SCALE: 1/4" = 1'-0' 19'-0" Reviewetl for Code IR Compliance unworsal Engineering Sciences 34 HWY A1A, SUITE 301 AAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 aw.abdesigngroupcom AA #: 0003325 kr-` r � W U 4r1 � C V 7 F q C 4 I ~ a �rr [fir n'% _.....:,,t.a �91j95 N! �d t9 w A �� f•II iJ ,a q ryY SUBDIV. Ut CREEKSIDE PHASE 11 LOT #43 M P.: PROJECT# 04321.200 043R1 MODEL.• 4EBB "1828-CALI" GARAGE SWING: RIGHT PR PAGE: 3 DOWEL PLAN 160 MPH:�.Xp' I I' ARCHIFTECT- STATE OF FLORIDA r MAR 18 2021 MICHAEL C. ANDERSOI AR NO 17305 6' ,sash• .�. ...'�®\ PRINT DATE: 08 05 20 rA SCA X:1/4"=V-0" SHEET S1. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10"HOOK GROUTED BOND BEAM ' — VARIES PER ELEV. L1 V 9 d Z a f I , 1 d .d 4 d . Z_ " �0 U VIM M�® I 1=01A W= HORIZONTALNERTICAL REINFORCING SCALE:3/4"=1'-U' CLEAN OUT REQUIRED FOR INSPECTION 0'-0"FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/10" HOOK BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" Z d STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS m W U 00 IT 0- = Z 8" CMU WALL ° SEE SLAB SCHEDULE EXT PORCH SLAB d d :d. 4 CHAFER �I-STORY) M W/ 1,2" ISOLATION 6' CHAMFER ,2-STCRv'� JOINT (WHERE APPLICABLE) Z ° MATCH STEEL REINFORCEMENT 6" PVC CHASE PER SCHEDULE THRU FOOTING III 4 TOP OF SLAB�._ ° (r dd.' d LLJ ° ^d °d ° ° il'N' 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR VVXD BAR SIZE I PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTIN, SCALE: 3/4"=1 POF£ BAR SIZE 48 BAR DIA. #3 18" #4.. 2d" #5 30" #6 36" #7 42" #5 BARS 0 , 8" CMU UNIT DIMENSIONS py ARE NOMINAL SIZES 3 MASONRY SYMBOLS SCALE: 3/4"=V-0" Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www:abdes gngroup.cos n AA #: 0003325 0 rd ;t a SUBDIV. 8e LOT— CREEKSIDE PHASE II LOT #43 y 9�ROJECT* ya }4321.200/043R1 xODEL 4EBB "1828-CALI" 3ARAGE swlNG: RIGHT �_. AGE: I�$ 4 e; DETAILS 611, 5�rs1"F u i T,i°/r' C. pp�� qq� )) � � L 6it 1FF S '.�'. a/ " ARCHMECT STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17'3 p RIN : I!� DATE: 08 05 2 � � 0 j. CALE:1/4"=1'-0» •µ � tj :SHEET a I FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF SIMPSON HETA16 W/ (9) 10d x 1 112" 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. 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, A77" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12 ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. m BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER. F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE REINFORCEMENT STIRRUPS REMARKS REMARKS BTM :MID:: SIZE SPACING BB1 MASONRY 3000 8x8 — NIA — GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS fomm4ovwm SAFE LOAD -POUNDS PER LINEAR FOOT Cam_ �An SAFP LOAD /►�. SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8UB 050 OF12M OMM ORNM OP24-M SMS BP82'0B TYPE LENGTH SJUS S RCMU TYPE LENGTH �-1T BF7&1T 8F18-iT BP2O1T el'N-1T epe�1T af+8�1T SF&IB eF124B 4F1S-1B ePso-1B OF24.1B e�1B e�a1e 5a2r W1291' OF"-zr SM-71' WA4-2r 8FA9-U WWW Y4r (42-) PRECAST 2231 3111111111 3719 vies am 8054 9502 10951 31-V (42-) PRECAST 1026 1024 1598 Y-r (M PRECAST 1589 2W5 3124 4304 saes 0132 70M 300 4e95 6113 7547 BW4 108M IIND I= 25M 311124 4994 11M 5192 7Wl 4'-0• (46•) PRECAST 1966 2551 z751 882D 4890 am 7034 81W 4'-0' (49') PRECAST m m 1309 4'-0' (48' PRECAST 188a a205 30e0 8815 4570 5925 m 2899 4805 6113 7547 BW4 IOW4 11808 1898 2305 SM 8915 46M 5525 III 4'$• (547 PRECAST ism loan lean 2110 2981 37M 457e 54m am1207 4'$' (54' PRECAST 592 591 1073 4'4T' (54' PRECAST 2040 27W 3M 4043 4711 5379 4W5 6113 7547 m 8572 lam 11809 1207 20W 2707 3875 4048 4711 5879 94• (64-) PRECAST 1217 1848 MW 1998 2550 3128 3M 4249 94' (64-) PRECAST 411 411 745 94' (84' PRECAST leis 17115Arq 2278w I 2885 9899 89e1 41122 lees 8090 58e5 7547q lolzr 1010 1715 2275 203E 33M 3961 45ffi V-10' (MPRECAST 1082 1105 1173 1581 2090 260 3009 3470 9-10' (M PRECAST 340 330 810 1 6.10' (70') PRECAST we 15e m 20DOM31 2111118 q 3107 8e2014 4183 " 7451 2W 4360 7100ml 0036toI 7181q MMM m 1ve7 2M 2W V07 310 4123 98' (M PRECAST 906 1a3e 2177 also 9081 8707 4M 50e1 (7n PRECAST 507 721 490 88' (78' PRECAST e85 14074m 1 2M 8251 8712pq 12M 2177 84e0 5ae1 88eo 1089*n NO"9$' 895 14W lees 2a99 2790 =I 3712 r-r (On PRECAST 1011 743 1011 1720 2882 2205 2e96 3191 39e5 r-W (90') PRECAST 1 424 534 363 TO (90') PRECAST rn 1005m 1 l 2=111om 3=09 1729 2857 Bane i Will glWq 8472,4% rn 1224 1e24 2025 2428 2927 sme 9'4- (112-) PRECAST r554so 1150 iB2b 2584 9488 2818 8802 9'4' (112) PRECAST 325 512 230 PW 012') PRECAST an >� 11 1474 161 2157 2600 752 1215 1818 2651 9486 4705pq 8890pn 691 1e48 I'M 22" 2819 190 (126-) PRECAST 475 686 B9D 1247 2098 27T7 2788 arse 10'4' (126' PRECAST 254 401 180 l(Y-r (1281 PRECAST 690 q 118eq 1451q 17seq 2911q 818 1052 15sa 2o9a ZTe1 3e43q 4764m 580 44 1472 1T68 2065 2848 11'4• (1367 PRECAST 582 90 /bee Isis 2W 9127 400e 11'4' (1367 PRECAST 260 452 154 11'4• (138� PRECAST 474 q 1037" 1274q 1513q 1733" an 945 1388 180 2428 3127 4000 494 q t468724pq 1372pq 1643a 1915" 2167 12-0' (144� PRECAST 337 54o vrs 1264 lee4 2193 2806 856t (144' PRECAST 244 402 137 12-0` (144� PRECAST 470 wq BBB 18eapq 15e5q 640 an 1254 7884 219a 2005 35M 470 1802 I IMm 1814m 2075471 IT-C (16r PRECAST 296 755 1075 1428 I= 2210 2M 13W (18r PRECAST 217 324 110 13'4• (160) PRECAST 418 tiepy 7e5 q 9e4 pq 1i4 q;M 1828pq 471 755 1075 1425 IBM281e 2BBa 428 400 Igo a 1159 11416m 1e5$iq 18Wpn 1410 (16n PRECAST 279 424 700 1002 1829 1897 2127 2530 14'-0• (16n PRECAST 205 203 100 14'-0• (18B' PRECAST 580 72 BH9q 1 17a0 442 7115 1002 1ffi0 I 10W z1z7 2eao 410 410 4W358 425 �� 717 aA toes ag 1 1 18W 14'-8' (178' PRESTRESSED N.R. NR NR NR NR NR NR NR 14'4' (17(') PRESTRESSED, N.R. 284 91 14'$' (17(M PRESTRESSED 289 218 884 a95�' 520 sea a 872 9e9 q m 11303M m 11618a 1131 1734 CM 450 M 1870 1902 2245 2517 2712 194- (184' PRESTRESSED N.R NR N0 NR NR NR 194' (1847 PRESTRESSED N.R.259 83 15'-4- (164' PRESTRESSED 2e4 818 489 e27 7N 911 1UN ' 412 7171 17R _tat 1788 206e 80 � 2820 2618 290 31% 818 p 90e q 1240q 14861n 1ee8q 1T4' (2�') PRESTRESSED N.R. NR NR NR NR NR lei NR 1T4' (2067 PRESTRESSED N. 184 84 1T4• (208') PRESTRESSED 187 102 tea 305 405 50w ml 740 q M an 1005pn m 1271m On an 1478pq 3W 548 M132e 1908 IM 2047 19-C 152M PRESTRESSED N.R. NR NR NR NR NR NR NR 19.4' = PRESTRESSED N.R. 148 52 4' 19'(232') PRESTRESSED 102 229 on M on 447 q 547 one47 q 747 on 285 42D 750 1037 1202 1515 1716 2e8 420 usto 841 q 100M 1227q 21'4' (251n PRESTRESSED N.R. NR NR NR NR NR NR NR 21'4' RW) PRESTRESSED N.R.4' 125 42 21'r PRESTRESSED (2 142 2D4 307 893 4e0 ONq $65q 1B0 340 on MG 1114 13IN um 142 232 379 pt OT 721 q W5 q 100 2ZO (Mm) PRESTRESSED N.R. NR NR NR NR NR NR NR 270 (264.) PRESTFIESSED N.R. 116 40 2ZO (2641 PRESTRESSED 137 1Wq 20 379 402 50 e80 1N 315 M784 1047 1286 1899 13T 2Y8 868 513 pt1 Mom Sea m 9W q 24'-0' (268') PRESTRESSED N.R NR NR NR NR NR NR NR 24'-0• (28B') PRESTRESSED N.R. 91 33 24'-0' (2B8' PRESTRESSED 124 179 pq 257 842 418 402 XT 129 M4W ON I 04 10W 12a2 124 202 91g p, 4W ml 808q 757 pn g75q i#I THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE ARE 40 FIELD ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM V OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F E.0 P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1 % 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B � ) 1 1 1 `% , 1 to % 1 1� ,% I i 1 ; %% 1 1LL ♦ 1 1 '0%- GT 1 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 1 1 0l l0 1 �1 l0 2 1 �1 1� 21 1 L1 I 1 001 1 a0 1 1 1 1 1 1 1 1 1 UNO. PROVIDE B81 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 I I ° 1 1 L J 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 i 1 1 1 8RF�- 1 1 1 1TlOM/OB 1 1 1 1 1 1 1 1 1 1 GT 1 4 4. • 0B !i!i!i!i';!i!i!i!8F28- IT OM/1 L m m m� m � � � � 1M M m m m� m m� m a L� m � m m m m m� m� m r m mom m m m� m� m m m � � � m m i LIFT BEAM PLAN SCALE. 1/4" = V-0" EBReviewed for Code Compliance Universal Engineering Sciences 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a bd esigngrou p.com AA #: 0003325 ti W tl 04 W o > 4 U W q F A C a sUBDIV. & LOT: CREEKSIDE PHASE II LOT #43 PROJECT# 04321.200 043R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND L11NOTES 60 MPH EXP. C ARCHrrECT: STATE OF FLORIDA MAR 18 2021 kEL C. ANDEI AR NO 17305 PRINT 0 DATE: 8 05 20 SCALE: 1/4"=1'-0" SHEET s2 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 MEN 9.1m REM gAn >F d. £ h j P4 yyy U x1 W v ry � EP 11t}v�y� F� 0. 6 A cn q � � SUBDIV. Z LOT: CREEKSIDE_ PHASE II LOT #43 PROJECT* 04321.200 043R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: k x DETAILS 3 160 MPH EXP, CM�ol ARCHITECT STATE OF FLORIDA ?Vvl�� MAR 19 2021 4ICHAEL C. ANDERSONI AR NO 17305 �T DATE: 08/05/20 SCALE: 1/4"=lf 0" SKEET S2o�1r k FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE L' CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, } 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). I Al 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE ff SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 411 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED �1 FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. Iy 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. �* 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0 FINISH FLOOR. UNLESS NOTED OTHERWISE. 13. 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 P 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. ENDJACK RE APPLI( TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W1 UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x 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 ' FROM THE CENTER OF THE COLUMN, GIRDERITRUSS TRUSSESW/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD 2X4 SCAB NAIL ED T0, DIAGONAL TRUSS BOTTOM BRACINGIBOTTOM CHORD W/MIN 4) 10d CHORD BRACING ABLE NAILS FOR EACH CHORD CONNECTION SSIMILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 BOTTOM CHORD GIRDER/TRUSS W/2X6 BOTTOM CHORD 2X4 SCAB NAILED TO r DIAGONAL J BRACING/BOTTOM TRUSS BOTTOM CHOIR BRACING CHORD (� IJ LLtiJ W/MEN (4). NAILS L L1 FOR EACH CHORD CONNECTION DTSSTMTT,AR BOTTOM CHORD BRACING @ MID RUN TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING CONNECTOR SCHEDULE CONTROL DATE: 01/27/2020- MiTek USP SIMPSON - MiTek USP SIMPSON DES, UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTEI IER HTA 16-18 1625 META-16 1450 (8)10d X 11/2" 1 PLY, (7) 16d 2-PLY, EMBED 4" (8) 10 x 11/2 1=PLY, (5) 16d 2-PLY, EMBED 4 (21 HTA 15-19 2430 (2) META-16 1985 r., (12)10d x 11/2' 1-PLY EMBED 4" (10) IC d 11/2"d-PLY EMBED 4 - HTA 16 1870 HETA-16 1810 (10)10d X.11/2", (8) 16d 2-PLY, EMBED 4" (9)10 x 11/2 I11-PLY, (8)16d 2-1`1_Y, EMBED 4 HTA 20 1870 FE7A-20 :810 (10)10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9)10 x 11/2"II-PLY (9)16d 2-PLY, EMBED 4' - (2) HTA.-20 2430 (2) HETA-2C 2035 (12)10dx 11/2", I -PLY, EMBED 4" (10) I(d x 11/71 PLY EMBED 4" 2500 (10)16d2 PLY,EMBED4 12)1 d2 PLY EMBED 4" LUGT-2 1655 LGT-2 2885 BILK (5) 1/4N 3" Wedge Bolt+Anchors WOOD (16)'Ad (T 1/ x 2JI WOOD (16)16d LUGT-3 338C LG13-SOS25 3480 1 CONC 14) 3/8" X 5 : Wedge -Bolt+ Ancnom WOOD 112i'W525 712, 1 1 1,71t 10 GIRDER (4).3/8" x 5 TITEN HD TO WALL DHTA-2C 2430 ' DE-AL-20 2430 (16) =0d x 11/2,1,PLY ALTERNATE USE OF 12) HTA-20 ACCEPTABLE (12, 10d x 1112, 1 PLY ALTERNATE. USE OF 2) HETA-20 ACCEPTABLE M1IUGT15 - 9-c MGT+. 3965 41 5 -A.-.R: IN FIGF STRENG-F EPDXS (MIN. 22' EMBED, 12211Jd O 4COM : ;L 5,3 `1T.R. IN HIGH STRENGTH EPDXY (WIN+12" EMBED), 122110d TO WOOD HUGT2+ .T` WT-i _ .0690. WOOD (8 10d M11 \SCN RY 2 J' F 2r3J 2' T WOOC Y MiKI _ EMBED1. 10d 0 `TR IN HIGH STRENGTH PDX I E ( HUGT3- 986C FAT -'_- 10690 'N000 fi !Dd, MASONRY Zi 2 R 21 , `TR I N NI GH SIB EN GTH EPDXY IN IN. 12' EM BE D 1. 116) Wd'0 AQOD LP -A =-P>LLEL- 0.IT __' PFFPEPIDICULAR U,MALL L.L P,R 4LLEL :PERPENCI_ULP-C V,ALL !4I - r y I I'd --"' -- 1`- 2 NIU..i S -- - ..40 3 " 0.. IN FIGFH REND-F EP r P. Bi. -2 EMBED �d '1F'�CE dBN_k F F 3 ,,tt,, `. 'P'N HIGH PENG'H GrCXv K IN2 EK166Ue >Ds1,,3 Fuu --_ - _ B 1N HGF S RENti F _F A' MIN. _3 EA BELI o R M bCF RENb F EF_Kr M1 IN ] EP BEL .0 J-:I,-2'.Il Od - d • - �-d a 'O z i i H-_A - <- F , ]d e _ _ 23 Od- Ln'aC LS - __ - I lOd d gT, s - _ - L. -- - 1 J _Dd _ J K S ..2- "- .-@. 1.8 :Od : C3 d r S L_ r __ _ 1 .3d , 1 _- r 2cqL, 1 6 Ud 251 d K,TI b .5 NS - 0L a 1dc �2, lu 1. ` KTSI2a8 clpc N`. i- '70 1 sl ladx z` '48 ix 1.2 Lf'.15 '310 'I- Ad _ .2".' S1Ad, 3, Ed _ PL. E5.,AEd C S-UDS SFT4 3-3 $21 SF4 116! `.2d TO STUDS lbC1 TO PLA-E 1`.+1 -0 5' IES NIP34 IN F1C 3. =-= o., 1 8d 1 "'-O BEAM 18ds21> T PCST_ 1413d 1 LCBEVM 413d.112 CPCS, HHCP2 AC H`P_ __J 2 TC TRUSS.J,TOt1' L 2 ---PL`E _ 1<_.}' d - RU9 8 d FL',-E Ad 1 hlUr=3PFD-1 --'u i .' RUS l iS Y'i,,:C S, PCS 4-HPEAUEJP L 5 0 5 4 3' C LCLD 1101SLo 4 2.2 4 FHE C'ED ROD, 2 NU S,AASHEP,2 PL'p NIVa EsfFC-- 1 -_- -- RCS IS A..� ,CC CrS OP-5 N _ -1' LEE = =-4 ,x ..CCU -:'S LU BLL4°, Ff CEO RD. I NUTS,",'SHER:PL' -P. NHGFS REND F-P "' NIni.-- sMSELI IN _ --F.INW F'BENG'k EF x fdl N.-'211BEo 'DI _.,NC. > d 1I ,bU0D '- -'' -B1! `tL '" -'.1"' -�+-IN HGk S-HENS-F EF `X� N'.IN:' MBEL 1N 'vi GC _ 1 Yv-f:. F. IN HI h, FtN.:F EF NIIN -'. Eh BEL 1N 'S`NC., d-Cr,. U,L L`-- -+- 31: -' z H. IN HGF S PENS F €PCX1. rF'IN, - EMOECI IN _CNt ., _1 .. NC'OD ;b 3r ! ATR. N HI3H sTPENbli gPCxY RUIN 3" EN18ED I IN CONC_.8.10d t,nOUD CS2CB - 11DJ L-T2'013---r __Do i..R IN FiGF S-RENG} EPCX' MN. "' EMBEDI IN mNC 1 Ode .;212 !4000 111 : T R. IN HIGH STRENGTH EPUX+ MIN i`EhIBEO I IN CONC_ 101Ud TO N00D F-_ 5E P. IN FbF i kEN6 F EP ++ MIN -ENREL IN ^M: t T _ - R. IN FloH �-PENGTF EF X• K IN EMBED,) IN 3NT- i x Y Fr-. n0 -- C ,. d R:IN HGF>PENo-F EP X. .MIN "EMBE IN 'NC Lb 7+ __ IL: fi NHIVFti RENGTHEPLYY AIN EMBED IN-LNC., d£ T' UFHD__-. 3cc FFL''-1C-CC _L,C '- F IN HIGH �RENbTH EPC< MIN.:"ENBEC NcLW_ S. ,_0_�rEAS 1.:_ .. R INIIHGFSRENGF EPCX• KIN._0' EMBED ; IN LONC, ;24I SD5-x 2'_' NOOD SCRE145 PHD'A. 3;.c 8" A. B. IN HGFSRENG-F. EPO% NM P' EK BEC, IN CONC.. V ACODSCFE tS ;11'T4 481 N HI 6HSR ENGH EPDXY FUIN 'EMBED INCONC 3 2-S'UDBCLTS-OWOOD 11 9 A.B. IN HGF S FENS F EF, H N'd N, 7' EMBEDI IN CCNC. d S UD BCLTS J VC00 ,BBC N FK 15AI21 ._nc '0 k BF, a .-_ 3475 I-"I-BCL- A MIN S' EMBED R NCT LESS -HAN: FP�Nl EDGE F ON( V -' - �1+rtN kAP,ISET REDHEAD OM A BCL-BEEF E ANCHOROR EC A'iMIN c'EM1IBED INST,a LLED IN f CE _ -d AT IDIS ',L EFOXY A k N HIGH STRENGTH EPDXY MIN 67 EN BEUNIENTI IN CM U.-'JP.'L, IiJ A.-. P IN HGF STPENGTH - MIN � 3' EMBEDMENT, IN C M I F CE 181 _Jd TO BEIKT HU5412Lf _.._ 101 CU'"' FL6C412 i+A'OODI 6435 26d,, - L '6d TO HEADER .116d-OWOOD (10116d TO HEADER 10 �d TO HOOD -3b1=25%I 3220 1251.) HD4101F ;CMU! 195C 3080 FUCJ10 (CMU; 800 4500 A18 "'WA SCREWS,:10)"CdTO WOOD, USP 20j 3/16 TAPPER, _O)tOd'O MOGO ;18) 1 I 4 x 2 3/i.: TITEN °PER FLANGEI TO (MU.12; 3d'0 WOOD I HD210-21F;CMVI 195C 3080 FUC210-2 CMU? 'AGO 4500 ,19) xo5CREWS;10 Cd TO W000, USP:20, 316 TAPPER-,.0) 10d T0W000. (18)14 2314'TITEN A PER FLANGO CIVIC, IC) IOd TO WOOD. HD210-31E'CMU! 2795 5015 HUC210-3 'CMU) C300 4500 l8 jX'. - WS3 SCREWS, ',1010d TO \VUUO' USP 2M 3 16 ' TAPPER, I-0) 10d -O WOOD (18) t I 4 x 2-3/4"TITEN (9 PER FLANGEI 10 CML IDI lOd O WOOD LGUM26-2 2125E 5065 LGL4v26-2-SO 1430. 5595 8 X4 Aledge Balt+ Anchors. SNOOD(& i NSA W000 SCREWS (4)3/ x4TITEN HD ANCHORS(2 PER FLANGE)TO CMU I4=/4X2-1/25D5 SCRE'vVSTU'.VCOD ►u OC4 O III E 9 AL 9 0 0 m� 0 LLe 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W1 x SIMPSON LTA2 USED TO BRACE TOP OF WALL., too" IrP> T - - - I 11 7- 1 sss ow - 737 "1 , E Gil 1 C L, II u ATTACHII4'-0" LONG 2x SCAB TO C5? TRUSS W( 10d NAILS @ 6" O.C. IIII 11 IIII IIII 11 = _ ( II FROM II EA END) 1A1� AB t A7 y1\ ., I � r F'REfABRFCA ROOF ' 7RUSSEB a 24" O MAX10 FIE a I _ --- -�- f s r+* , 4 _ A1A CCESS r _ L ( 22"x54 p 3,1 -- A3 I 31 I GT I A5GE LV/ V { C1 / \ My(zIE _ _ _ _ SL EJ2 F32G 8 7 1 3.1 88 V� 3 1 FRAMING PLAN SCALE: 1/4" = 1'-0" CA CJ3 Reviewed for Code Compliance Universal Engineering 9 9 91 Sciences 2194 HWY AIA, SUITE 301 ! IN61AN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a bd esi grlgro u p. co rn AA #: 0003325 Rr 4s uRDIV 6e L olv, CREEKSIDE 'PHASE II �g LOT #43 Ia G1 �` :PROJECT# 04321.200 043R1" "¢MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN O ]MIPH EXP. s AIRCW�TECT� STATE OF FLORIDA v `� MAR 1, 8 20il ICHAEL C. ANDERSO .. AR NO 17305 PRINT DATE 08 05 2a SCALE: 1 /4"=1' - D" SHEET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 12" NAILS TO TRUSS -(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 2" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 4' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 2" NAILS TO GIRDER 1x2, 2x WOOD FASCIA -00 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE`, A`PTSYR #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL MASONRY BOND BEAM EL— El SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = 1-1:2705 LBS (2 PLY) S88YPICAL TRUSS/ -G-1RDER CONNECTOR(S) SCAT 4 NOT USED NOTCH DEPTH 1/4*D HOLE EDGE >5118" 4PLATE HOLE DIAMETER <2'5`D SGL. STUDOUTERSPAN O=HOLE EDGE >518" HOLE DIAMETER < 3/5-D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE' 1 1/2"=1'-0" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4". (9) 10d x 1 2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. ' CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) g" x 5" TITEN HD TO CMU AND (12) SIDS ' a x 2 Z' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 1' x 5" TITEN HD TO CMU AND (18) SDS 4" x 1 x2, 2x WOOD FASCIA 3" TO GIRDER AL SEE ARCHITECTUR C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d " x 3" (2) Z" x 5'TITEN HD TO CMU AND (18) SIDS -1" GALV COMMON NAILS. 1x2 SECURED W/ 10d MASO RY BOND SCREWS TO GIRDER (EACHTIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEES HEDULE SOLIDS" EACH WAY OF BOLTS A ALLOWA13LE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWA13LE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWA13LE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SQALE:3/4"=1'-0" GIRDER CONNECTOR(S) 5 NOT USED (i)J�OT USED # 1100 UPLIFT SIMPSON HTSM20 W/10 1Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL It TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6'-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF -TRUSSES 1 x4 JTM. CHORD BRACING 6-0" O/C �— END WALL OR OTHER MAX.. OR 2x4 BTM: CHORD BRACING END TYPE CONDITION, IF 10'-0" OIC MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYR. P Te A l I r -% M r'% n rl A t' I A I f' U 10 NOT USED 3/4"=l'-U (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'-l" TO 60'-0 (3) "X" BRACE (1)"X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. �- 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) /--SECURE 2x8 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 PT- PLATE W/ 12d's 8" D.C. MAX �CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 1U-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1 METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS Ai AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL F1 AND F2) LOAD CAPACITIES `',NE SPECIFIED. CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND F�jSSES ARE SUBJECT TO LATERAL LOADS DUETO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO � SIMPSON H10A ORLGT2 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 91 Compliance Universal Engineering Sciences 11 ALTERNATE MATERIALS SCALE 314"=1'-0" 2194 HWY A1A, SUITE 301 j INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com; AA #: 0003325 a 2 0"J' ' SCA :1/4"=1-0" M8I-1EET S 3. 1` t': 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 114 HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" PC MAX. SECURE GABLE TO 2x8 P.T. / PLATE W/ 12d's 8" O.C. MAX 0 rol CONC.POURED- LINTEL COURSE PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONT. 2x4 SECURED W1(2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE—ENG SCALI— 3/4'=1'-U Reviewed for Code 93 Compliance. Universal Engineennr. Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 WIN [A x CREEKSIDE PHASE II LOT #43 PROJECT* 04 321.200 043R1 111 MODEL „ 4EBB 1828—CALI GARAGE SWING: v RIGHT PAGE: DETAILS i l Ii MP H EXP. C ARCHrrECT: STATE OF FLORIDA ;; to a 9 MAR 1 9 --2021 tICHAEL C. ANDERSON AR NO 17305 PRINT BATE 08 05 20 SCALE: 1 /4"=1' — 0" SHEET m _i 11—J�—�, 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'4' (1) "X" BRACE 30'-1" TO 60'-0 (3)'X"BRACE PRE-ENG GABLE TRUSS — (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE — "ROOF/INALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 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 2x ENGINECONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" 0/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 KALE' 3/4"=1'-0" SIDE VIEW VTCR SPACING (1) AT EAl AND 6'-0" 0. PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code EB Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 aW X 0 FCSUBDIV. ac EEKSIDE HASE II LOT #43 PROJECT# 04321.200 043R1 MODEL: 4EBB „u "1828-CALI" C" ARAGE SwixG: RIGHT AGE- DETAILS 160 MPH x (STATE COO FLORIDA LA MAR 18 2021 L C. ANDERSON R NO 17305 DAATE:TE: /05 00 20 / SCALE: 1/4"=V-0" 91, SHEET Sao I