Loading...
HomeMy WebLinkAboutBuilding Plansa� /e d G �4 % 1430 C _ "w.'A r E F N s L.M - .. y ' aLx: (321) 733-7972 STATE OF FLORIDA e CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 I% J ® STATE OF FLORIDA PROFESSIONAL ARCHITECT: ICHAEL C. ANDERSON �7 AR lV O. 17305 A.B. -DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL 329317 Tel: (321) 802-3591 ��' DESIGN CRITERIA: -Fw=A BUILDING CODE, FOMENNAL,, 7TH IDITION (2020) •�7f1 - ALL LOCAL rimy STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasil=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES - - ABBREVIATIONS REVISIONS ABv. A/C ADJ. ALT: AMP. BD CL CAB. CLG. CLR: CONE. CPT, C.T. D. DBL, D G DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. EA.. EQ. EQ. EXH. EXT. F.G./FX F.G. FIN. PER. FLUOR. FTC. FTC. GA. GAR. DISP. G.F.I. GL.. GYP. BD. H.B. H.C. HDR. INSUL. xT INSIII.. NT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL. EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCHDOOR FOOTING GAUGE GARBAGE DISPOSAL. GROUND FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR. MIN. M.T. MTD. MTL. N.T.S. O.C. PL P . PH. FEE. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SUIT. SHTHG. SHWR. SPA. SL. SL. GL STD. sws TF,MP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. w/ WD. R7H W/H W.I. LAVATORY LUMINOUS MEDICINE CABINEI MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL CTION TEMPERED GLASS TEMPER THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL— UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER wxouGxT IRON- DATE DESCRIPTION 01/08A8 51D SET ISSUED - 01/15/I8 2011 F5C UPDATE OWSA8 BID SET RE —ISSUED 04118AB FOOTINCs REV -SION PER M. 5OLUES 02n2/19 1=LAN MAINTENANCE 03n8A9 REVISED LINTEL SIRE At FRONT ENTRY POOR 04L24/19 ADDED ADDITIONAL RECEPTACLE IN CsAt@ACsE PER WILL BATSON 04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE 06121AS ADDED LED LIGHTS a KITCHEN t BATHROOMS PER MARK BOWES 01/01120 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 01/01/21 2020 FBC UPDATE >I ��rr I f a,.,._,.�: ,.-.,-_..�,-_.. LIVINCs 1612 SQ. FT. GARAGE 432 SQ. FT. ENT1iY 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2238 SQ. FT. " A/C VOLUME 14381ki CU. FT. r 03/12/21 ADDED SOFFIT DETAILS --- I f f -------- -- - --- -.. -- - - - -- a - ---- - _--- 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 A10 IN NEED OF FURTHER DETAILING OR EXPLANATION TNt - - 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 i INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. i �- AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN - II HFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO 1 SPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO BFI's HAVE SEEN GENERATED FOR UNCLEAR ASPECTS OF THE I �-- ^nMQTUTIrTInN T7ARF.ln nN THE. nRAWING SET. ______ __ .______- «_. __ __....... 2194 HWY A1A, SUITE 301' INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.coni FILE COPY Reviewed for Code Compliance Universal Engineenng Sciences a 0 INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl—COVER SHEET' PG GN— GENERAL NOTES PG Al ---FLOOR PLAN PG A2C ELEVATION )IC" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1—DETAILS PG _D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4 WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS SHEET # STRUCTURAL PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2--DOWEL PLAN -- PG S1:2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG 'S2.2A=SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.1 C-DETAILS PG SN1 DETAILS DESCRIPTION u U V -V 'tC 4 SHEET DESCRIPTION60 MPH EXP. C ARCHITECT: STAR OF FLORIDA MAR 2 2 202 i MIC':la E-1 C,J.ANDERSON All NC� 17,105 1g�p 1�N T, 03 {Tte r2z 1 SCALE: 1/4" 0T IAEET CI 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). 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3 ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK 5. ALL BACKFILL AT STRUCTURES SLABS STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El, THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN• WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2. AS PER E R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SECTION TION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH - APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TFRMITES. 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'/2-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL 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 . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'%" PVC (SCHEDULE 40), INSULATED WITH'/," 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. Reviewea fo cn e T SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. universal = t�inc:enrig 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 91 Sciences 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 1" 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-Cl063 -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 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1; EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR' BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti w r v w 0 F 0. c 4 I ) F q r z SU33DIV. 'ac LOT: CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200 028R1 MODEL: 4EAB "1672-ARID" GARAGE SWING: RIGHT PAGE: GENERAL �k NOTES F k i 160 MPH EXP. C ARCHTECT. STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 rrcaav a DATE: 03 18 21 SCALE: 1/4 =1'-{ SHEET FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.I0.5 nQl Q11 12'-0" 1_411 01_811 p1_/ 11 13 -4.111 3 -1011 (2) 5SS H (2) 3052-SH 31 G ❑ ELL -- u E — L -------------;t L 2 aLANAI DINING `4 1 ROOM g� G. 1 1 0 6-8' CLG. g O 91_611 21_y u `r C2) 3052-SH 5❑ in 171_�II 31 811 3'-I0" 3'-4 3 -101 61_611 ti 7 G. GREAT ROOM III St I —1 W.I.C. m — 01-8' CLG I I 8'-8' CLG. II Z9 O �% 8 I r 1 I O _� n I �t Al — — _A B ul> TCHEN 8 AI V-8' CLG. --- -� 1 •' 111,� K3-10_ 41_411 31 13'-8" 3-0I _6 2'-811 _ tD 1 II1L 8 IIQ I_� i V xe -- I El v co - 6 � . � I oc e BDRM,#3 �, IGAi�I N 3-SH a' 8' CLG. BATH #1 r----r I r—n I I Ilx — = �. ® 8' 8' CLG. 6' 4" 5'-4" .� GII 8- � I mil Al LAV. jQ i Q ii 36'x60' ° m ry III O i i SHWR. PA 3_514 --" LAV. ❑ — `� LAUN. wH. a'-a'CLG. — IR-ESN � �- I1 BATH#2 I r—Mr54r1 I ATTIC I II 8 -8 CLG ti ��I v B 11 Q_ N AI L -ACCE55— J AV. 11 OND ® 11 BOLLARD WG. I I AS REQ. 71 IR-ISH = I IC. v PER BLDG. 0 ------ d) -- CODE V. aFOYER � GARAGE e W-b' CLG. 3068 W/ 1 36'' XI2TRANS. ❑ FT� o M.T. r o BDRM.#2 _ HB cri ENTRY (2) 3052-SH EGRESS ❑� 16'-0'X11r0'OAD. J-------- C------------ 81 611 21_/ 11 -01 41-411 011 11 6 0"' 111-011 81_411 19'-4 EXTERIOR MASONRY WALL MPG. HEIGHTS 8'-8' BRG. 10'-0' BRCS. 10'-8' 51 t i 1 w. u_. GABLE ROOFS :. iarFBl *. E"L;K?Ny i0,I% ,I5; HIP ROOF 5 10"<0'�.'100 IrrSi I "ttxA 3048c2ui, I � F: ?I E f:,i FIGURE R301,2(7) Ci3 AP(ONENT AND CLADDING ;r RESSUAE ZONES I / • I, • LI SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1612 432 38 96 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381.E CU. FT. COWON ENT AND CLADDING WIND LOADS BASIC WIND EWOSI iE FOR 3 SECOND GUSTS OPBNNO AND TYPE BOUARE FOOTAGE ZONE 1I0 WH WIND M RHrmw MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/ 4��— DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 GRITERIA T T 16010 O.H.D. 112 5 282/-31.5 u 12'xI2' SOFFIT 1 5 313/-49.S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE OM21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA _SUBMITTALS. SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS Compliance Universal Engineenng Sciences 11 Q J R ARCH DTL. DBL. TOP ? PLATE l O CBAD, DETAIL A SGALE:Irz'=1'-0' ■1 ®`1 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325' F A ky iJSDIV. 8e LOT: CREEKSIDE PHASE 2 e LOT #28 PROJECT* 04321.200 028R1 rs MODEL: ;{ 4EAB "1672—ARIA" 0AkRAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 rrcaaN a DATE: 03 18 21 SCALE: 1/4"=1'—O" `- SHEET Al F SHINGLE ROOF --- - - - - --- -- FOAM DRAIN T T� TILES EQ. EG2 4' RAISED BAND 4' FRIEZE BAND 4 T 6'RAISED BAND = T - — - 78 J 8'-S" BRG. NGT.� 7YP. A WAI U WA1 50 — �— —' „-- — 8'-all ERG. HGT. 8'-8" BRG. PGT. A I A Im I /� OPT. COACH 16'XTYP. DECORATIVE � SHUTTER 4 RAISED �r BAND (TYP.) IT Ll TFF 0'-0" FIN. FLR., 0'-0" FIN- FLR. _ FRONT ELEVATION SCALE: 1/4 = I'-0" TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 I�6 V-8 SRG. PGT OFF RIDGE VENT LIGHT 9 IA FIN. FLR. OFF RIDGE VENT 4B A TYP. II 0'-0" PIN. PLR. - -1 TEAR (ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH -- $8'-0" BRG- HGT_ 45 A I ■ TYP.( I II 0'-0" FIN: FLR - ILLJI--- --------- w - ----—-—-—-—-—-— - - - - —- -- MIN� 4" GRADE LEFT (ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH — $0'-0" FIN. FLR. Reviewed for Code Compliance 1E Universal Engineering Sciences Y f ae I ( A SCAE: DECO. 1'-0' DETAIL L1/2 = o0'-0" FIN. FLR. MODEL 1672-ARIA AREA OF ATTIC = 2318 SQ. FT. N ET FREE VENTILATION AREA P,FQUIRED 1/ 300 REQUIRED VFNTIIATION AREA = 2318 /300 = 7.73 SQ. FT. a'-8" BRr. I4GT. 7-73 _ 1112.64 SQ. IN. MIN REQUIRED VENTILATION IN .4X 1112.64 UPPER PORTION OF ATTIC = 445-056 SQ. IN. -0" (BALANCETO BE PROVIDED IN 4S A SOFFIT VENTS) TYP. OFF RIDGE VENTI LATION AREA = 138 SQ- IN. PER VENT (netfree area) TOTAL ROFVENTS REQUIRED = 3.23 TOTAL 0 OF VENTS PROVI DED = 4 0'-0" FIN. FLR. SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree j—MIN. " 4R GADE area) I_I NFARFEETOFSDFFITREQUIREC 63.58 i 2194 H W . A1A, SUITE ; 01 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003?:?' ��.MINIM U o �! RI MCI 4 w In A � I 3tMDIV. 8e' LOT-'' F CREEKSIDE PHASE 2 LOT #28 ?EtOJECT* 04321.200/028R1 MODEL: 4EAB "1672-ARIA" GAEtAGE SWING: RIGHT PAGE: ELEVATION 160 MPH EXP. C 111111501 ARCHITE fr< STATE OF FLORIDA III 11 "e � I r MAR 2 2 2021 '(MIC HAEL C. ANDERSON AFi NO 17305, PE"t1.N`1" DATE: 03 18 21 SCALE: 1/4"=1'-0" SHEET A 2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE I 110V OUTLET 110V OUTLET 1/2 GU OUTLETHWIRED , 'C7 TO SWITCH T 11 110V OUTLET EQUIMI W/GRdD FAUL T� GFI NTERUPTER (TAMPER RESISTANT 11'PE) 220V OUTLET (4) WIRE C2-NECTION WP M)cT WATERPROOF GROUND FAULT _-' GFI OUTLET INTERRUPTER SWITCH 9 SWITCH 3-WAY OF � ) 4 SWITCH A !UAl o,`iF¢ 1-0WALL MOUNTED �.�. LIGHT CEILING LIGHT i h ' © LED CLG LIGHT O� LED VAPOR PROOF LIGHT O VP VAPOR PROOF '.. LIGHT ORECESSED CAx 1; VENT. FAN I CFM PER SQ FT. VENT. FAN W/LIGHT I CFM PER SQ, FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4'X21 FLUORESCENT 7-BULB WRAP ® LIGHT AROUND (RECESSED) 411 FLUORESCENT 2-BUL15 WRAP I ® LIGHT AROUND (SURFACE MNT.) ate. = 2'FLUORESCENT -� *FLUORESCENT A A 4' TRAIQK LIGHT PANEL °R METER S.D. SMOKE DETECTOR BAIT B UP w/ HARDWIRE �.-�. WALL MOUNTED BAIT. BACK-UP i 6D. SMOKE DETECTOR W/ HARDWIRE 11 I ..,.. l9.41i BACK -LIP W/ ®SMOKE S/COS CARBON MONOXIDE DETECTOR 44ARDlWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT "..,.{ __ � NATURAL GAS • OUTLET ► TELEPHONE JACK .{ ERN44EEATT'ER IGNITION SOURCE TO BE ELEVATED I h AIR CONDITIONING TO BE 210V UN.O, "N DISCONNECT AI IU ON S�a THIS S T - TELEVISION JACK CEILING BOX REQUIRE TO BE SUPPORTED IN O J-BOX ACCORDANCE Wir BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REGUIRED TO BE SUPPORTED IN CEILNG FAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' •� L IGDESCENT HT STRIP nnnnnn 1 36' INCANDESCENT LIGHT STRIP 000® 48' INCANPESCVrr I LIGHT STRIP 9 FLOOD LIGHT { OPT. SECURITY l KP KEYPAD HE I PUSH-BUTTON FOR CHIMES 1 USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING:. • ALL 15 4 20 AMP 5RaANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF IDS TTH EDITION (2020) 4 NEC 21012 2011 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • 5AT44RDOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM NTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5073 F5CR TTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF a�sr� T7H ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMP!+ SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER EFFICIENCY) 2020, Tth EDITION R404,1- u' CEILING PRE -WIRED MTV. LICsHt CLG FAN TO BE INSTALLED, --�� BDRM.#1 PROVIDEN11- Ili-BOX FOR vvV c� �I oPt- FAN LANAI Wp - b- I DINING S/ 0 ROOM / PRE -WIRED / CLG FAN / I r— HOOD WIRE W/ 'S.D. OUTLET FOR OUTLET GFI / \1 Q UTURE MICRO. FOR DW -- PRE -WIRED GFI I� III CLG FAN SWITCH IN % W.I.C. CABINET 1 vv KITCHEN Z GREAT ROAM L 7 — I L BDRM. 3 \\u / U IL LA/C J i GFI -'' 1,AUN.i2Lvv y (� PRE -WIRED 1 j j Q31II 1 v r1 �- FAN Icy11 1 \ 6,51 BA— FI GFI GFI FOR 44'AFF. AFC. WH 1 GARAGE ODOR r - - - '-`� z BOLLARD 1 \\ WALL MOUNTED AS -� 1- A LIGHT W/SWITCH IN PER B1 LD L•J J \ ATTIC GORE (FOYER KEYLESS FIXTURE / (D 1,�GFI 114 � CLG. Q BDRM. 2 ouTLET 0- \ OHO IRRIGAT,ION P B. FOR n OUTL'cT a [] CHIMES \ ENTRY 48' AFF. GARAGE GFI PRE -WIRED CLG FAN I I GFI I I G'E]1� - U -�-o - - ----- \ I�F OPT- `� — r COACH — — -- - L IGHT ELECTRICAL PLAN SCALE: 1/4" = I'-0' CONDa METER FIELD VERIFY LOG. WP Panel MAIN -A. PANEL: Bil 6 wr, cit. breaker VOLTAGE: 120; 240 V - 1 Ph [WIN: 150 Anp M.C.B F E EDE R3 7t1 Cu THVM1 & 1- #6 Cu (G) in 1 112' C. OR & #210 AL THVVN & 1- #6 Cu (G) in 1 1/2' C. BNB D .rixfion Pl a- circuitCircuitI wafts Dettnption Wir P le rOC=C.I3,I PANEL -'A PANEL: 42,,t Minkel VOLTAGE: 120/240V-i Ph WIN: 150 Amp M.L.O. FFEDER'.3.#1 Gu 41 Mlft 1-#60u IG)in'11/2"C. OR 3#2/OALTHVVN&1-#60u(G)in11R' C. IF 1Yi rP Pole BN - ------ D pN n ._ !'I aCrS — Clruu[. Circuit . wikG DeiCrlptOp -f II ' L }000 Range e I'1il I 'li I 3 -E00 VVatar Heater U , ] 1p 1200 Disposal GFI k 11d In �t 1'_ 1500 Oshn9sher GFl 1010 OyerGU ii1i1a -1 A 1500 t^ h rGPI rrC 2U IC00 3aW3 OpenerGF1 F 1 23 I d00 ra3a E [eri3r Lw & Receptacles AFa I 24 3i0 3�i k' RF�I - _ 26 900 i'T 41 aFa c 23 I " 0 Scar DCor Dpwlar OH 30 1000 atio commos3iy 32 Space 34 Space D. 35 Space _ 1 -. _ 3T 38 Space ... 1i _ 61Y 3e 40 Space 3kr Pole wire 30 1 2 413 I. 42 Space 1 - pE 2iT00 Lied suDiiPtto demand re,D,rI re DemandIii CalcUi' ABBREVIATIONS: —_ AFC1: ARCF.LTC1RC01TINTERPUF—P w1 I 1 -11 1 n 1 NC: ul NcoN „er:- o M: GROUND FAU_-lt_-Rr1P,ER el II 9800 [l 1 11 '204n LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Total A ips I General Lighting &Rece taola Load rn a,a F erera-N lReclWlSn R I � I I ° I I � I I I I 1 m LED LIGHTING Cap DOUBLE LAV . BATH M Fpe t. R Roc I I Ia L, I = ° ° I LED LIGHTING @ SINGLE LAV, BATH 02 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES! A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR '1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THUN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDAR`K ELECTRICAL SERVICE. PROVIDE 301 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80. PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Universal Engineering Sciences PROVIDE 342/0 CU, THIII • 1% CU IN 2' CONDUIT OR 3 04/0 Al-, THWN a 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANC=J COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL I50A/RP MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ®1 CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (2020). 5/8f1 DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1Ar SUITE 301 INDIAN HARBOUR BEACH; FLORIDA 32937 PH: 321-802-3591 www, ab d es i g ngrou p. com AA #: 0003325 oillill i w U W v. 0. e, Lill 77R 7 7 2 'L= ,, CR- EEKSIDE PHASE 2 LOT #28 1 PROJECT# 04321.200 028R1 MODEL ' 4EAB "1672-ARIA" GARAGE 13 Vf RIGHT PAGE: ELECTRICAL PLAN I 160 MPH EXP. Cox' k , ARCHrr Or MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 1730a 4 PRINT DATE: 03/18/21 SCAT :1/4"=1'-0 SKEET :? Ei 1l_ 0 B KITCHEN SINK W/ 1-1/2' vTR� AUTO VENT G u A.V LA 2' 21 ILAV I I W.M. 3' 2' GO 3' . AA.V- LAV MAIN % GO WC (LEFT) 2`- TUB 2- TO MAIN (PPle-q IT Al TFFPNATF ) I - PLUMBING PLAN SCALE: 1/4 = P-0' PLUMBING RISER Reviewed for Code compliance Eg Universal Eng,neenng Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F �7 1 W U W O E 0. U W Q sUBDIV. 8o LOT: CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200/028R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN �160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA Al� MAR 2 2 2021 MICHAEL C. ANDERSON AR NO V305 DATE 03/18/21 SCALE: 1 /4"=1' - 0" . sI3EE�= I K DROOM 12X12 LANAI j I 12XI2 BDRM.#1 I' 1mX6 I , 12m CFM imx6 12m CFI _F 12X8 L 6 ' 6' 1"15 CFM E4, W.I.C. I , SX4 GREAT ROOM Imx6 ITCHEN �45 CFM 12m CFM ,I I 4° - Imx6 75 CFII ff�' A aX4 5 CFM -- --- _., I C; I 10X6 BDRM.�#3 r - I �5 CFM 5' 1 L 10>1 6' 15 CFM I 4 4. 24X 4 — 8X4 cF�l BATH#1 12X8 _ _ 45 CFM' PASS I III � �II MASONITE _ LOUVER BATH% PLANTATION 4, I50-04 2'8' MAX AIR O45 C 1mXiii 'i5 CFM 584.15 CFM E! -- 12X8 -- _ - ASS - GARAGE yNRu I-- FOYER lox 6� '15 CF BDRM.#2 I ENTRY � 0 o u r HVAC PLAN SCALE: 1/4 1'-0' Reviewed for Code Compliance I B Universal Engineenng Sciences R-VALUE SCHEDULE FLOOR SLA5 ON GRADE R-m EXTERIOR WALLS CMU - INT INSUL FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 = v� A�10 asp` : Ni �� rN F• f ft kiy r� 1 0 U a w S' 0 .113 6z tj b III o a� E is y , 0 SXmDIV. 8e LOT; CREEKSIDE ` PHASE 2 LOT #28 PROJECT# 04321.200 028R1 MODEL 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: x HVAC PLAN 160 MPH EXP. C llool PRINT 2118 DATE: 03 / / SCALE: 1/4"=1'- 0,1 SHEET m i P PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX FIN. FLR nvA r1c of Arc 166 2X4 WOOD STUDS e24' oz. SLAG NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2xro, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' =1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -m^ ELEVATIONS TYP. o.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—L-' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR_ 1/2' DRYWALL 3 5/8' OR 5 3/5' —� METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER CABINETS AND TUB/SHOWER 25 GA. METAL TO BE INSTALLED IN ALL OTHER WALLS. STUDS TO BE SPACED 16' O.G. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH WOOD BASEBOARD— 5/8' GYPSUM Bc OR In' HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 3/8, TOP CHANNEL (25 1/2' DRYWALL 3 5/8, OR 5 3/8, BOTTOM CHANNEL (25 GA.) SECURED TO CONC FLOOR W/ 3/4' PAF 4 BOND BEAM TO WOOD SOLID GROUT FLOOR W/ W/ CI)- 05 1/4, WOOD SC SCREW SCREW (2) COURSE 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) SCALE: 1/2'=1'-O' 9V SEE ENERGY CODE FORMS INSULATION R-VALUES 7 REFERENCE STRUCTURAL J PER ELEVATION INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS ® 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 5" DIA_ SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBAR5 2A PIPE THROUGH BOND BEAM D1) SCALE: 3/4"=1'-ON 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY '- 0'-0'-FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH FBCR 2020 -ITH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'=1'-0' UNDERLAYMENT IN ACCORDANCE WITH F5CR 905.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 1*4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 1:)4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505.1.1. 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 0'-0" FIN. FLR 8' CMU CAULK AND SEAL GAS LINE I i PVC SLEEVE FOR GAS LINE f,e' CM In'GYP. WL, 6D. WOOD BASE 2B_ GAS LINE THRU BLOCK D 1 SCALE= I/7'.I'-®• �2X4 SPF 24' O.G. MAX.---, SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS-- % STIFFBACK AT ALL UPRIGHT: PER STRUCTURAL DETAILS 9 PRE-ENG WD. TRUSS IAx. oN - PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS Fa INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION -- I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS o 24' O.G. In' GYP. WL. BD. WOOD BASE —— In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DI5ECTLY TO MASONRY GALV. STEEL ------- TRACK BRACKETS "`� FASTENED TO WOOD JAMS PER PRODUCT GALV. STEEL APPROVAL REQ. VERTICAL TRACK I, BY MAUF. IS FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REQ a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR 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 5 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER C--f STRUCTURAL DETAILS AMU Reviewed for Code c xnpra . Universal Fn 10'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-16 IN ACCORDANCE WITH FBCR 2020 -ITH EDITION, SECTION R301.13 AND 1609.5.1. A W WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY GABLE_ BLOCK WALL INSTALLATION OF ROOF SCALES/'=I'-0' — — UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -ITIH 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 -103A - Approved corrosion -resistant flashing Shall be applied shingle -fashion in a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components_ Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate for the type Of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J MQ Mq Chi w 0. U W �1 F A x ti svBDiv 8e LOT: CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200 028R1 MODEL: 4EAB %6 -,2-ARIL"' GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 mmmmmmmmo PRINT %21 03 18 ` DATE: SCALE: 1 /4"=1' — 0" SHEET DI t 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 NUT _I L_ - 7 7 0 O SECURE 2x4 ONI ' FLAT TO ELK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR FL 1 BOLTS, W/ 4' MIAL EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN S' OF THE BTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN S' OF EACH END 4 18' O.C- MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT D SCALE: W-P-®' 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 +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CEM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3ID0 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING- 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O C. MAX SPACING. LA 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 1/47 DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK.+1 1 2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' OjC. MAX SPACING 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF rACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU WITHIN 8' OF EACH END 8' CMU 4 IS' O.G. MAX SPACING. o I/2' DRYWALL 2X8: COM I/2' DRYWALL SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER T/16' OSB. X 4' MIN. (MIN. SHANK SIZE -145 DOOR CASING MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X6: CECI SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1141) DOOR JAMB TO BLOCK +3" I'' OW TO BLOCK +3" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/43) WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIRE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN S' OF EACH END 4 6' TO 8' OZ_ MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER OFTAII S NV It-: OHIM A5 NkCVt'.LJ I V M-UMM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" n�DDOW TO BLOCK +3" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU ❑ -- 1/2' DRYWALL - 1'X4' P.T. NAILER j/ X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16'= 2X4: CEO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN Door- 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 1V O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/49 WITHIN Door- EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK Reviewed for Code Compliance Universal Engineering Sciences L—VI 8' GMU 1/2' DRYWALL ❑ - I')<4' CMU P.T. NAILER I' P.T. X 4' MIN. �;': • }' DRYWALL OC IX FURRING r DOOR CASING z ''""""' > 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 -RIP 2XIO TO DOOR 8-1/e1W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS K T.S. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rF W izi y U W 0 E ti V W O F ECiA sysDly a� LOT: CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200 028R1 MODEL: 4EAB "1672-ARIA" GARAGE SW31NG: RIGHT PAGE: DETAILS 160 MPH EXR C ARCHITECT - STATE OF FLORIDA 2 2 2021 MICHAEL C. ANDER80N AR NO T7305 PRINT DATE: 03 18 21 SCALE: 1 /4"- V - 0" SHEET D2 NOTE: F ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT i i' THICK 3 COAT CEMENT FLANGE OF CONTROL JOINTS T / PLASTER BE WIRED TIED TO LATH • 9' \ WRB LAYER 42, FORTIFIBER O.G. 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 01' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER 01, FASTENERS TO BE SPACED STUCCO WRAP B 1' O.C. MAX VERTICALLT WOOD SHEATHING OR T/16' ZIP SWEAT14NG SYSTEM NSTALLED, PER ALAI MANUF cSJ a.TOj LATH SHALL NOT GAP MIN BE CONTINUOUS b ro e' b N B° THROUGH CONTROL nln MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDS_ PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: L FASTENERS FOR LATH TO BE NAILS OR i / STRUCTURAL STUp STAPLES IN COMPLIANCE W/ ASTM C1063' 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN Z 7 T"M TYPE CONTROL JOINT O1. FOLP INWARD • PT. A OI. FOLD INWARD FT. A 7. CREASE • PT. B 3. CREASE fT. C ® ®FOLD . T1• NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHINGLE ROOFING DRIP EDGE: OVERLAP 3'. EXTEND 1/2' BELOW SHEATHNG, MECHANICALLY FASTEN 4' O.C. MAX O1. FOLD INWARD • PT. A 7. CREASE • PT. B Fq.D • 4ar ® 1. FOLD INWARD • PT. A 7. CREASE • PT. B S. CREASE • PT. C 4. FOLD Pr. C OVER PT. B TILL I-T. C TOUCHES BOTTOM FLANGE ® �r Borron FLANGE WATER TIGHT SEAL. FOLIO,29 NIa CUT. im THIM 3 COAT CEMENT 4PLASTER (HP-6 E), 14' 7 COAT CEMENT PLASTER (CM) WRB LAYER "2, FORTIFIBER BUILDING PAPER(FRArs ONLY) WRB LAYER "I, STUCCO WRAP (FRArE ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLAWaE, STOP WRB 67 I Ji' ABOVE 814 NU SE (fRN� l' ONLY) FRAME OR ayu EXTERIOR \ Qtrsniui i er�m SxS WALL FLASHING �p KICK OUT FLASHING (SEE NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P WITH FORMER SHEATHING TAPE / \ / 1 MIN. LAP a METAL LATH METAL LATH 76" WRB LAYER'!, STUCCO WRAP PER LAP BELOW ONLYAYER 02, FORTIMBE11 BUILDING PAPER P MIN LATH LAP, 4° OVER ALL LAP 2 PAPER LAP SCALE: 1 1/2' - 1'-0' VERTICAL LATH & PAPER DETAIL WOOD STUD: NOTE: SHEATHNG SIDE LAPS OF METAL OR 1/16, ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS) 4 CKIC KO UT FASCIA WRAP DETAIL) 4 \ \ H DETAIL WATER TIGHT SEAL (BEND OR BOLDER DO NOT QW i NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER w, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANUF. SPECS.) BE SECURED TO BUILDING FRAMING MEMBERS. PAPER 6 MIN LAP THEY SHALL BE TIED L BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO Ii' LAP ® LATW WIRE AT INTERVALS NOT LAPPAPER MORE THAN 9' (229-MM). AS PER ASTM C1063. FOR OF TEARS HORIZONTAL LATH ARs INUY LAYERS, TEARS BE & PAPER DETAIL W/HCUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK I NOTE: IF ZIP SHEATHINGS ,SYSTEM IS INSTALLED, PLEASE ,SEE MANUFACTURERS', INSTALLATION PROCEDURES 7/16' ZIP SHEATHINGS SYSTEM (INSTALLED PER I#QW. 8t4E6$4 [to OR CMU -WRB LAYER #1, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5"X5' 'L" TYPE CONTINUOUS GALY. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLLAS HING N.T.S. 4'x4' SELF -ADHERING MEMBRANE GG FLASHING (COMPATIBLE W/ HOUSE 7 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE \ 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP "I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 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 SELF -ADHERING MEMBRANE �+` FLASHING WR9 LAYER 01, �- -- STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER 1 METAL LATH 6'x6' SELF -ADHERING MEMBRANE i� FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED - HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE L -1� FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE ' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER I SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3� PIPS PENEETRAT N.7.S. PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, - or ASTM 1787. DETAIL (RAi'-I) Reviewed for Code 1B Compliance Universal Engineering Sciences 2194,HWY AMA, SUITE 301 INDIAN HARBOUR BEACH, �LORIDA 32937 PH; 321-802-3591 www. abdesigngrou p.com AA #: 0003325 Lu 0 X OW IL , r 7PHASE ` . 'r^ E T?R0JECT# 04321.200/026R1 MODEL. LEGEND 4EAB — "1672-ARIA" DRAINAGE PLANE (WR3 GARAGE SWING:RIGHT LA'4rER 1*1/ STUCCO WRAP) PAGE: WIRE LAB TER *2 (FORTIF15ER - _ _ _ _ _ WALL BUILDING PAPER) ASSEMBLY DETAILS 1�IETAL LATH X X X X 160 i MPH EXP S T U C C O ARCHITECT STATE OF FLORIDA WOOD Oil -1/16 11 ZIP WALL SHEATHING 5ELF-ADHE51VE FLA,5HINCz — — — — — MPR22 2621 NOTE MICHAEL C. ANDERSON 1 ITAL LATH: LATH TO 5E PER SECTION NOn305 R�sa3.7.1 / )4ST1'' C-847-14a t* IIN. 2.5 LBS. PR�� 03/18/21 PER SCE. �rAR.D (UT I L I Tyr OR NOI�'I INAL DATE: LATH DOES NOT 1`*IEET SPECIFICATIONS) SHEET Y Y AI i NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD WRB LAYER *I, STUCCO WRAP T 0 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 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 o JOINT ALL AROUND HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER 02 (1=ORTIFI5ER BUILDING PAPER) METAL LATH X—X—X—X STUCCO - 7 WOOD OR -1/16 ZIP WALL SHEATHING 5ELP-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER 5Q. 'WARD (UTILITI' OR NOMINAL LATH DOES NOT MEET 5FECIFICATION5) ELEC;_ METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT 6 TOP E SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N_T_S. AI A I CJ MML= C I V>= STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM i Ar GlrlICCn 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 SOX INSTALLATION WRS LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS SOX, APPLY TO FACE EDGE APPLY E-Z SEAD— OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ST F ;*1 ST #3_ . o. o. o.o o .o.o•O p ., %o• .o o. o. .o 0 0• o. .o .o o. o. •o .O — O• o .o.o.o.o WOOD SHEATHING * WRB LAYER *I, ` . stucco WRAP WRB LAYER *2, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/0' TEXTURED CONSTRUCTION pFINISH a WOOD 11 FASTEN TO WOOD STRUCTURAL j MEMBER ® l' O.G. MAX e' CMU Ya' TO,4' MID -WALL WEEP SCREED 1 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED _ FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *I, STUCCO WRAP CUT "X INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER Reviewed for Code Compliance APPROVED WRB Universal Engineering LAYER *1 Sciences WRB LAYER *I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING :El — FLASHING OVER APROVED HOUSEWRAP 01 WRB LAYER *2, FORTIFIBER BUILDING PAPER S T fi= #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEF . STEP :16 ELEC'I'RICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 MF W y U W I' �k 1r.� SvBDIV e� LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.200 028R1 MODEL: 4EAB "1672-ARIA" -GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C tp ARCHITECT STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: / 03 18 21 SCALE: 1/4" =1' - 0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com IIN AA #: 0003325 so F y 0 U O F U r °Fa C: ti SX73BDIV. & LOT: CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200/028R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS `160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 2 2 20Z1 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 18 21 DATE- / / SCALE: 1/4"=l'-0' SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE — BARRIER "2 gg��,,, X Y; LAP SIDING l6'REVEAL 6' SELF -ADHERING — FLASHING STARTER STRIP DO NOT CAULK OR — GALV'D METAL 'z' FLASHING Y' X (v' SIMULATED— �— 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER •1 WEATHER / BARRIER�515TIVE �j W SELF -ADHERING ri FLASHING GALV'D METAL WFIASHING DO NOT CAULK OR SEAL OPENING WOOD TRIM MEMBER STUCCO CASING / \ BEAD / I Y♦' X Co' SIMULATED WOOD TRIM MEMBER \ SEAL GAP W/CAULKING / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME r10 A� TRANSITION WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER +I WEATHER RESISTIVE BARRIER 02 LAP SIDI 6' WEAL OR 50ARD S BATTEN W SELF -ADHERING FLASHING STARTER STRIP .fo7i • & �PI,C • SEAL OPENING GALV'D METAL— Z' FLASHING HARDIE TRIM PER W SELF -ADHERING FLASHING I WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE / BARRIER #2 e/f 6' SELF -ADHERING 1i FLASHING GALV'D METAL W FLASHING DO NOT CAULK OR SEAL OPENING ELEVATION STUCCO CASING BEAD HARDIE TRIM PER ,.._ ELEVATION SEAL GAP W/CAULKING / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO CP BLOCK TO FRAME '^� TRANSITION F24 Reviewed for Code Compliance 93 Universal Engineenng Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F w U w 4 D3 w q F A ti SUBDIV. 8o LOT: CREEKSIDE PHASE 2 LOT #28 PROJECT* 04321.200 028R1 MODEL: 4EAB "16"72-ARIA" GARAGE SIYING: RIGHT PAGE: WALL ASSEMBLY DETAILS a: 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 18 21 SCALE: 1 /4" =1' - 0" SHEET / - -- ------------ - \ / -- ----------- 2x� SUB -BAND W/1 "x4" NOTCH tv END, WRAPPED IN PEEL 4 STICK DRIP EDGE 7/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP YB' FROM STUCCO, 1" FRO WOOD WALL \ / \\\ EXTERIOR WALL \� (FRAME OR CMU \\ NOTE: NOTCH FOR 2X6 \\\ SUB BAND ONLY \ \ \\ I 11 {I II II I 1 I 1 / 1 / 1 / 11 11 M 11 11 11 1 11 1 11 AN A METAL FA 2X6 SUB is a] —ROOF KICK OUT REMOVED 11 FOR CLARITY TROOF DECK (BEYOND) a\ 1 '\ DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) �— 11/8" TEXTURED FINISH / WOOD, 1/2" TEXTURED / FINISH -a CMU / `-2x6 SUB -BAND W/1"x4" NOTCH -8 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH .000D SHEATHING 7R CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER 'FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: � IF ZIP SHEATHINC PLEASE SEE MA PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - 0 ` SCABBED TO TRUSS W/126 NAILS roll-8" O.G. MAX. 2x SUB -SAND W/lY"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C WALL W/KICK--- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1Y"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for Code 09 Compliancy Univers8! Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2IIx4" NOTCH e END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT 10 ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 0 x SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200 028R1 MODEL 4EAB "1672-ARIA" ARAGE SWING: RIGHT PAGE: WALL L MBj AILBAEX ARCHITECT-. STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 """ a / 03 18 '`�l DATE: SHEET WAS }= I 'v 0 ao 0 in 50 rn OP M N 38'-8" 12'-0" 26-8" -4" 10'-8" 9'-6" 13'-4" T-10" EXTEND SLAB 1 1/2" 1 I❑ ❑ IF ❑ :i FM-i2X12 T— FM-12X1810-0 — 4" ICONC. I 1 SLAB bo X N _ IT N Lll LL - 1� -i -. 1 *3 1/2" O w io LL i� 1 LL F-24X24 3'-2" 6'- 1" 2'-6" to mil r — — — — — 1.1 1 FM-12X18' 1.1 I I° $ TOP OF' SLAB I00 ILL T 1" PVC CHASE FOR ELEC. @ ISLAND 19'-01, a o �z 0 1 <+ EXTEND 1�1 1 SLAB 1 1/2" TE-1 1 1 +-5 1 /2" 1 18'-0"to 01 1co "' °° 1 1.1 EXTEND FM-12X18 SLAB 1 1/2" 00 14" CONC. I lyJ LL 00 r 1 1 SLAB awl x o a r1 6"3 5 5" 1v 1 I 31/2" I 1 ILL L ---J LL 2 17'-8" 1 1 °D r` 1.1 *71/2" 1 1.1 FMA1.1 12FM-12X18 — — — — o ❑ 8'-6" 2-6" 2'-0, 4'-4" 2,-0" 16'-0" 8'-4" 19'-4" 4" PVC CHASE ..N \ 4" CONC. SLAB 5 `�� 1.1 2' 4"� {� 0 0 0 TOP OF SLAB 1 — 3'-6,, �z \ 0D cmI LLI i2�i Ia v co M FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+44'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION 4-0'-0". SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMEN I HOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOIN IS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVA I IONS, 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 DINDICATES #5 BAR, EANDICATES #6 BAR ■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36" ), AND 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 ESE. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMIJ SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSFCTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL (,)PENINGS 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" OPI MORTAR, ASTM 0476 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, 71h EDITION Reviewed for Code Compliance Universal Engineering Sciences SLAB SCHEDULE SI AB THICKNESS REINF. REMARKS 5x6 W1.4xW1.4OVER GENERAI 1 3 1/2" ` 6. MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS. SAME SIZE QUA NTI-Y AS BARS IN FOUNDATION, WITH 30"LEG EACH WAY. MARK WIDTH I FNG ES 1I-1 THICKNS BOTTOM REINF. TOP REINF. SHORT LONG T.O.F. FM-12x18 12" CON IIN[ IOUS 18" (2)#5's (+)0'-0" FMC-12x18 12" CONTINUOUS 181, (2) #5's #5 IN CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (_)0^_4" FM-12xl2 12" CON I INI IOUS 12" (2) #5's (-)0'-4" TE-1 8" ',f I I'I AN 8" (1) #5's (-)0,-0" SECURE STRAP T❑ 4,C SIMPS❑N WB CONC, W/ UNIT ROLL STRAP OR C2) EQUAL @ EACH TAP —CONS . CORNER OF L11TAP—CONS _ 11 1UNIT CONIC . SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL A/C FW CONNff ITION TO PAD DETAIL FOUNDATION PLAN SCALE: 1 /4 = 1 `0" - 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 ` PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 04 U F 0. U W 4 F A 4 3 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200 028R1 MODEL: 4EAB "1672 ARIA" GARAGE SWING: RIGHT a ( PAGE: `' FOUNDATION L160M,14-OLH AN 9 EXP (, ARCHrrECT• STATE OF FLORIDA Pi i 2 2 7071 MIEL C. ANDERSON AR NO 17305 PRINT DATE: 03 18 21 SCALE: 1 /4"=1' — 0" SHEET S 1 Z STEEL REINFORCING IN GROUTED g CELL SEE PLAN FOR SIZE AND 0- SPACING REQUIREMENTS 00 00 V J aC con - Z' 8" CMU WALL O co mg M i SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • •' APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY ea BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" � EXTERIOR MONO -FOOTING / SCALE:3/4"=V-0" BOLLARD a 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4"X21/4" TAPGONS 3/4"=V-0" L\WS, PLATE A MIN. OF 48" AW/ 16d COMMON VERIFY HEIGHT NWS, 4" O/C BTM. OF WALL W/ PLAN LR OVER STUD2xWOO EARING PROVIDE BLOCKWYP No 2 UDS SEE PR SPADING. INGLE RE B .PLATE TO BE TO BE PT. LA / dMASONRYNAIL PDBL. TOP PLAT TAGGERED IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT: SEE SLAB SCHEDULE \B a SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE:3/4"=V-0" (NO LIFT) Z_ - STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND ❑ } SPACING REQUIREMENTS _ a~ w �Uj � J O� 8' CMU WALL co � B SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) Wf1/2"ISOLATION 6"CHAMFER (2-STORY) JOINT (WHERE • ° • SEE SCHEDULE APPLICABLE) z ° FOR WxD, BAR SIZE AND BAR QUANTITY N 2 EXTERIOR MONO -FOOTING GARAGE SCALE: LU LU 0 0- I NEW REINF. BAR O0- SECURED W/ 2- PART J I EPDXY. MIN. EMBED J ¢ 8", LINO in FOLLOW ALL MANF, = Cr SPECIFICATIONS FOR m I USE AND PREPARATION OF , 4„ HOLE. Z °C J 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO G MONOLITHIC FOUNDATION V SCALE: 3/4"=l'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ¢d q } Lu 03 xs 00 V p � 8" CMU W 0 co Z r-m T SEE SLAB SCHEDULE Z Z - "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND 00 _ POURED MONOLITHICALLY WITH • - - - FOUNDATION AND SLAB a ° SEE SCH ULE • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30" MIN. EACH WAY — _-- MONOLLIHIC FOOTING -FM CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAI THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS C:ONTINUOUS,STEELMONOLITHIC FOOTING; RFINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS). UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL II,AP TOP PLATE A MIN. OF 48" N NAIL W/ 16d COMMON NAIL 2-ROWS.4"O/CBTM. LAP TOVCCUR OVER STUD 2x4 OR 2x6 W5QD BEARING - WALL W/SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL: OP PLATE SIMPSON SPH4 OR SPH6 — BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" 0" SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL Wi PLAN PROVIDE BLOCI(IP PLATE TO SLAB W/ KE BIG ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC w M SEE SLAB SCHEDULE Q EQ. EO: —SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WP SCALE:3/4"=V-0" (W/ UPLI POURED LINTEL CONT_ (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSONSTB2 BOIL TS 5 MINIMUM EMBEDMENT INTO GROUTED CELL. 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE rA � DOOR OPENING I AP TOP PLATE A MIN. OF 48" AND NAIL W/16d COMMON NAILS, 2-ROWS, 4" O/C BTM. I AP TO OCCUR OVER STUD 7x4 OR 2x6 WOOD BEARING - WALL W.( SYP No 2 STUDS SEE II ANS FOR SPACING. SINGLE R IM. PI ALL TO BE PT. PROVIDF DBL. TOP PLATE SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL FOR NRY SET EV: CONNECTORS NOT REQUIRED WHEN NO /�u UPLIFT IS PRESENT. SEE SLAB SCHEDULE Q l 1()POI SLAB EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY $ P TERIOR CURB FOUNDATION WOOD WALL SCALE!3/4"=V-0 (NO UPLIFT) Reviewed for Code Compliance ID Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, 1 FLORIDA32937 s PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325. F W oil 04 Aq raq 01 V 4 F A ft 0 CREEKSIIDE PHASE2 LOT #28 �ROJECT� 1 04321.00 2f�.re MODEL. 4EAB "1672-ARIA„ �ARAGE SWING: RIGHT PAGE: DETAIL 7 160 MPH EXP. C ARCHffECT STATE OF FLORIDA MAR 2 2 ''2021 AklC EL C. ANDERCON FAR NO 17305 DATE: 03/18% 2 L SCALE: 1/4"=1'--" SHEET IS 1. 1 .N (O dM Zip ci It 0 io N O bo N 1 DOWEL PLAN SCALE: 1/4" = 1'-0" 23'-10" 10'-6" 1 T-0" Reviewed for Code Compliance Im Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3p91 www.abdesigngroLip.com 0003325 ri O E H U 4 F A f, n5 3' e� w Z!i ZUBDIV. & 1 LOT' CREEKS'�'�DE f PHASE 2 LOT #28 , PROJECT# 04321.200 028R1 MODEL: 4EAB "1672—ARIA" °a k ",ACw' E S VnNG: RIGHT PAGE: ' DOWEL 'a PLAN 160 MPH EXP. C STATE OF FLORIDA MAR 2 ,2 2021 'MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03/1,8,/21 SCALE: 1/4r"y1'-011 SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. ? - n (V ° a J ` Q p CLEAN OUT REQUIRED pC FOR INSPECTION Q � I � v 0= O 0 co 0'-0" FIN. FLR. TIE ERTICAL REBAR ° a TO HORIZONTAL REBAR W/ 10" HOOK n Z M uj �O MC) BAR SIZE 148 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL 1 REINFORCING SCALE: 3/4"=t'-0" I Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS �— UJ co c u _ Z 8" CMU WALL O <o M TOP OF SLAB TOP OF SLAB ° SEE SLAB SCHEDULE EXT. PORCH SLAB ° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING O ° M, U a ° 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT PER SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=V-0 , BAR SIZE 148 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS co 8" co Ll 1 0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES • MASONRY SYMBOLS 3 SCALE: 3,4 —1' 0" Reviewed foi Code Cornpsanc:e Universal Engmeenng Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR EACH, FLORIDA 32937 PH: 321-802-3691 www.abdesigngroop.com AA #: 0003325 F f{ 4 12� ca U O F 4 V W O A I r. 0 W CAN a p; SLTBDIV. 8a LOT,`,', CREEKS'IDE PHASE 2 ` LOT #28� PROJECT* 04321.200 .028R1 j MODEL• 4EAB "1672-ARIA" ARAGE SWING: RIGHT PAGE: DETAIL'' 160 MPH EXP. Iq ARCH CT. STATE OF FLORIDA r 2021 0N F T : 03/18/21 E. 1/4"=1'—O" T S1o2A x 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. ;a CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A 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 ATTOP 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Qa 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. HEADER SCHEDULE MARK SIZE S REMARK DESCRIPTION (D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP'OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. =TOP OFARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE W'zH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 13131 MASONRY 3000 8x8 — (1)#5- — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ♦♦ 8F16-1T/OM/013 8F16-1T/0M/0B 8F1 61T/0M/DB 2.1 ♦♦ 1 m on l o ♦` � 2.1 ; 0 1 � 100 � �� GT 1 8F16-1T/OM/013 ♦ — -- -- 1 1 I � 1 1 Y 1 1 1 1 1 I 1 1 1 1 I l0 1 to 1 G F- I� 1 � 1� 1 1 1 � 1 ! 1 1 UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 I 1 1 1 1 1 ♦ ♦ 1 1 ♦ * J ♦ � ♦ 1 1 • 1 1 1 ♦♦♦ 8RF6- � i 1T//0 M!0B 1 i ♦ - GT I 1 I ♦ 1 1 , 8F16.1T/0M/0B 8F8- 8F28-1T,'0M/1B 1T/0M/013 LIFT BEAM PLAN SCALE: 1/4" = V-0" Reviewed for Code Compliance Universal Engineering Sciences 8 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n gro a p;, co m AA #: 0003325' FrA I. Nof I rail 0 4 u A 10 x SXmDIV. 8e<'I' LOT: CREEKSIIDE PHASE 2 LOT #28 PROJECT# 04321.200 02BR1 [ODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 1' 160, 'y'PH EXP. C V RIDA ` ' MAR" 2 '2 2Q21 MICHAEL C. AND".r N AR NO 1 �y,aa Asa+�Y r PRINK' ;,1 Ya DATE. 03/18 1 SCALE: 1/4"=1 —0 WSHEET i, S 2 f. e #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK—� 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1 `-U" DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN o , OPEN FACE SHELL SO _ AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS q AT CORNER STEP 3 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/47r-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. _E REINF. BAR(S), 3ROUTS BENEATH NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM � 1#5 2. IF BOTTOM STEEL IS RGOI.IIRFD PI_ACF #5 BAR IN LINTEL. (�G\' 3. PLACE MASONRY UNITS AS REOIIIRED TO ACHIEVE THE REQUIRED BEARING Q\\\� 44 PLACE STEEL HEIGHT. \X REINFORCING (L2) 4. THE LAST COUHSL WII L BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOURI. E BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE_ BOND BEAMS WITH A #5 BAR IN EACH COURSE. 1 Y P. 8"x16" p P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM Q COURSE OF BOND BEAM IS OMITTF D AND AILINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY REAM IS 10 BE NOT LESS THAN 16" DEEP. = PAS Q�� 8x16 DBL- BOND TOP OF BEAM W- (I) #5.BAR �-� BOND BEAM • /\O a EACH COURSE \� 8x8 BOND BEAM' - 1 OP OF - • W' (1) #5 BAR BOND BEAM F � F =FILLED W/ GROUT • __ (\A� U =UNFILLED GROUT SOLID FROM _ 1qP _ _ NOMINAL LINTEL TO TOP OF BOND OF OFF NING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED t INTEL. BEAM COURSE SE+E NOI F 5 - AGO i�l 6-1 T/1 M/OB 8x8 EL CASTCONCRETE MASONRY NOMINAL LINTEL W 1) #5 BAR L2) Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR - WIDTH OF 0 OPENING - 2" IT IS THIS ENGINEERS INTENT ..BOND BEAM COURSE. OR BEAM DESIGNATION THAT. XFXX - 1T/iM/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM .8x8 PRE -CAST CONCRETE SCALE. 3r4"=V-0" AND XFXX - iT/OM/OB INDICATESA SINGLE BOND BEAM PLACED. IN LINTEL LINTEL. Wr0 STFF'L (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX 1T/1M/OB INDICATES DOUBLE BOND BEAM ABOVE UNFILLED - _ TC)P h_ LINTEL OF OPENING \� AND XUXX- 1T/OM/OB INDICATES SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEAI7ER(MIN) 2x4 (MIN 2 X 31 1 I316 - ---- TAPCON OR DRIVE PIN (MIN SHANK SIZE-145 MIN FIFAD SIZE .300 MIN FMRFI)MFNI. I WINDOW 1/4") 8" FROM EACH LND AND 18" O.C. MAX. MIN 1 1:4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3'16 IAPCON 3 1/4" OR DRIVE PIN (MIN SHANK PRE -CAST SIZE145 MIN HEAD SIZE -300 WINDOW MIN EMBEDMENT 1 I/4") 8 SILL z FROM EACH FND'AND 18" SLOPE O.C. MAX. MIN 1-1:4" EMBEDMENT 2x8 (MIN 2 X 31 2-a'1G TAPCON OR DRIVF PIN (MIN SHANK S17F 145 MIN I IFALI SIZE .300 MIN FMRI DMFNT I 2X4 SOLID BLOCKING 1/4") 8" I ROM I_ ACI I FND AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1 1'4' MIN.2-12d PER BLK. EA. END EMBEDMENI Reviewed for Code 7/16" OSB SHEATHING Compliance Universal EngineeringTYPICAL MASONRY WINDOW -CMU WALL 93 Sciences SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 0 SCALE: 3/4"=V-0" SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrolup,com " AA #: 0003325 F N r U W O E 4 U 4 F A ti t nxv. 8e LOT: CREEKSI''DE PHASE 2 LOT #23 PROJECT# 04321.200 028R1 MODEL.• 4EAB "1672-ARIA" ARAGE SWING: RIGHT PAGE: �p 1 DETAILS s L1609 MPH EXP. C .: ARCHITECT. STATE OF FLORIDA MAR 2 2- 2021 MICHAEL C. ANDERSON AR NO 17305 PRrir:T 03 18 21 DATE: / / SCALE: 1/4" 1 1'-0" JLS2. IA_ "LOTT'S CONCRETE" / TAI SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS LENGTH T-6" 4'-0" 4 -6 5'-411 5'-10" 6-6" T-6" 9'4' 10'-6" 1 V-4" 12'-p" 1 3'-41, 144-0" 14'-8" 15 4' 17'-4" 19'-4" 211-411 22'-0" 24'-0" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8U8 818-OB /16-1T/0B /20-1T/06 /24-lT/06 /28-1T/OB /32-1T/0 818-1B 8/16-1T/1B /20.1T/16 /24-1T/1B /28-1T/1B /32-1T/1 PRECAST 1436 952 3114 4217 5321 6426 7531 2465 6113 6385 7708 9031 10000 PRECAST 1065 700 2305 3125 3945 4765 5587 1961 6113 7192 6524 7627 8751 PRECAST 819 533 1770 2400 3033 3666 1 4300 1625 5743 7547 6752 6541 7565 PRECAST 931 1247 1999 2560 3123 3686 4249 1319 4460 7196 7342 5780 6259 PRECAST 817 1024 1631 2090 2549 3009 3470 1161 3693 5877 6036 6548 5776 PRECAST 692 1139 3227 3031 3707 4383 5061 1139 3227 4598 7054 10000 8825 PRECAST 570 938 2498 2205 2698 3191 3685 938 2498 3408 4864 7067 6472 PRECAST 428 633 1593 2204 2481 2818 2621 639 1674 2298 1 3081 4099 4899 PRECAST 388 487 1247 176T 1904 2163 2028 550 1407 1897I 2781 3222 3784 PRECAST 330 544 1312 1742 2252 2868 3630 544 1312 1742 2252 2868 3552 PRECAST 30$ 507 1210 1596 2048 2586 3191 507 1210 1596 2048 2586 3171 PRECAST 270 433 1045 1365 1732 2157 2535 414 1045 1365 1732 2316 2605 PRECAST 254 388 978 1272 1606 1988 2279 390 978 1272 1606 1950 2389 PRESTRESSED N.R. NR NR NR NR NR NR 458 1079 1429 1824 2277 2712 PRESTRESSED N.R. NR NR NR NR NR NR 412 1014 1340 1703 2118 2513 PRESTRESSED N.R. NR NR NR NR NR NR 300 856 1121 1 1413 1739 2047 PRESTRESSED N.R. NR NR NR NR NR NR 235 736 959 1200 1467 1716 PRESTRESSED N.R. NR NR NR NR NR NR 180 598 833 1038 1168 1468 PRESTRESSED N.R. NR NR NR NR NR NR 165 550 784 992 1203 1381 PRESTRESSED N.R. NR NR NR NR NR NR 129 450 654 824 1014 1147 LENG MISyY ME-1Y ,1011111 7Q:iY ti b 10'-6" 11'41 12'-0" iBzjk M101 MIE4 15'-4" MALE i iRZ, k Mielk r X11 - 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 T-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE LATERAL LOADS FOR TH SAFE LOAD PLF TYPE 8/8 PLAIN 8/8 SOLID PRECAST 689 1024 PRECAST 514 763 PRECAST 398 591 PRECAST 411 411 PRECAST 340 339 PRECAST 410 721 PRECAST 303 534 PRECAST 192 384 PRECAST 151 301 PRECAST 13n 417 PRECAST 111 370 PRECAST 82 298 PRECAST 71 293 PRESTRESSED N.R. 283 PRESTRESSED N.R. 252 PRESTRESSED N.R. 183 PRESTRESSED N.R. 148 PRESTRESSED N.R. 125 PRESTRESSED` N.R. 116 PRESTRESSED N.R. 91 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 818-1T 8/16-1T 8/20-1T 8/24-1T 8/28-1T 8/32-1T 8/8-2T 8/16-2T 8/20-2T 8l24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 1207 2582 3375 4043 4711 4711 5379 1207 2707 3375 4043 2944 5379 5'-4" PRECAST 1016 1806 2374 3513 4084 1016 2276 2838 3399 3961 4084 5-10" PRECAST 909 1 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 6'-6" PRECAST 835 1201 1578 1 1955 2332 2709 835 1868 2329 27_90 1462 3251_ 1743 3712 T-6" PRECAST 716 900 1181 2025 727 1624 2025 2426 2827 3228 91-4" PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 11'-4" PRECAST 430 406 530 653 777 872 466 1 1042 1372 1643 1 1470 1710 12'-0" PRECAST 383 366 476 587 1 698 783 440 940 1300 1560 1314 1476 13'-4" PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 14'-0" PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 14'-8" PRESTRESSED 239 422 506 626 746 865 246 663 980 1237 1474 1715 15'-4" PRESTRESSED 224 387 464 _574 684 793 230 616 908 1134 1353 1572 1714" PRESTRESSED 167 326 365 451 587 660 192 506 720 _ 501 1135 1312 19'-4" PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 21'-4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 1 816 943 224-0" PRESTRESSED 137 226 290 359 659 428 497 137 358 513 779 360 900 416 24'-0" PRESTRESSED 124 174 245 302 124 319 455 581 687 793 LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code Compliance Universal Engineering Sciences SUBDIV. & LOT: CREEKSI'DE PHASE 2 LOT #28 w PROJECT* 04321.200 028R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT`; STATE OF FLORIDA T v, MAR 2 2 2021 MICHAEL C. ANDERSON AR NO V305 PRINT DATE- 03 18 21 SCAT :1/4'$=1'-0' SHEET FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2 HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE: 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.' 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WARE 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 t?a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 TRUSSES W/2X4. W/2X6 BOTTOM BOTTOM CHORD CHORD 2X4 SCAB NAILED TO VCHORD DIAGONAL END JACK TRUSS BOTTOM BRACING/BOTTOM W/MIN (4) 1 Od CHORD BRACING WHERE APPLICABLE NAILS FOR IEACH 'CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING 0 END FOR EACH CHORD CONNECTION /7;, \ DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONNECTOR SCHEDULE CONTROL DATE. 01/21/2021 MiTek USP SIMPSON MiTek. USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER TA 16-18 1625 EMBED 4" EMBED 16d 2-P 4". EMBED 2 HTA 16-18 2430. (2 META-16 985 4PLY, (12110d x 11/2"1I-PLY, (10)10d x 11/2 I -PLY, 4" HTA HTA 16 1870 HETA-16 MID (10)10d X 11/2", (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)10d x 11/2", (8)16d 2-PLY, EMBED 4" (9)10d x 11/2' 1-PLY, (8) 16d 2�P LY, EMBED 4' (2)HTA-20 2430 (2)HETA-20 2035 (12)10d x 1.1/2" 1-PLY, EMBED 4" (10)10dx11/2"I-PLY, EMBED 4". 2500 (10)16d 2-PLY, EMBED 4" - (12)16d 2-PLV,IEMBED 4 C LUGT-2 1655 LGT-2 1885 ELK (5)1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) 1/4 x 2114 TITEN, WOOD 116)16d Z O - LUGT-3 3380 LGi3-SDS2.5 348D CONIC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (1?) SOS 1/4"x3 TO GIRDER, (4) 3/8" x 5"TITEN HD TO WALL Q < DHTA-20 2430 DETAL-21) 2480 (16)-10d x 1112,1 PLY ALTERNATE USE OF (2) H7A-20 ACCEPTABLE (18) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 3945 MGT+ 3965 (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EM BED).(22) 10d TO WOOD) (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD HUGT2+ 9575 HAT -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 L7A2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (10)10dx 11/2" (10110dx11/2 MUG715 3945 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EM BED), (4) 10d TOP/(6110d FACE/(12) 10d BACK OF TRUSS (1)5/8 AT.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SOS 1/4"x3" HUGT 1 9575 - (21VGT 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) SDS 1/4 .3' MTW 12 965 MTS-12 990'" (14) 10d x 11/2', (14) 10d (14)10d X 11/2" HTW 16. 1355 HTS-16 1310 (16)10d X 11/2", (16) 10d (16) 10d X 11/2" HTW 20 1355 HTS-20 1310 (24)10d X 11/2", (201 10d (24)10d%11/2" HTW 24 1355 HTS-24 1310 .(24) 10d X 11/2', (20)10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10)10d (10)10d - LSTA18++ 1235. LSTA-18+o 1235 (14)10d - (14)10d MSTA-18++ 1310 MSTA-18 ++ 1315 (14)10d (14110d - MSTA-24. 1640 MSTA-24++ 1640 (18110d (18) IOd �y MSTA-30. 2065 MSTA-30 ++ 2050 (22)11)d `. (22110d Q MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26)10d - 2 N KSTI236 2765 MSTI-36 3800 (36)10d X 11/2" (36) 10d %1172 KTSU48 5105 MSTI-48 S070 (48)10d X 11/2" (48)10d %11/2 LFTA6 980 H6 loss (16) Ed x 11/2", (16) Ed) ': (8) 8d TO PLATES, (8) Ed TO STUDS SPT4 875 SP4 825 (6) IW TO STUDS (6)10d TO PLATE - (6) 20d x 11/211' TO STUDS MP34 525 IN FI @ 160% A34 A30 (4) Ed x 11/2" TO BEAM, (4) 8d x 11/2" TO POST (4) 8d x 11/2". TO BEAM, (4) 8d x 11/2" TO POST: . HHCP2 BED HCP2. 590 (10)10dx 11/2"TO TRUSS,(10) 10d X 11/2"TO PLATE (12)10d X 11/2 RTI6A 1020 H10A 1040 (9)10d x 11/2" TO TRUSS, (8)10d X 11/2" TO PLATE (I8) 10d X 11/2 MUGT15 & PHD4A 4175 VGT & HDU4 4940 (28) 10d TO TRUSS, (IO) WS3 WOOD SCREWS TO POST W/5/8" THREADED ROD (16) SDS 1/4"x3 TO WOOD (10)-SDS 1f4"x21/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUG715&PHD4A 4175 VGT &HD7B 4940 (28) 10d TO TRUSS, (10) WS3 ' WOOD SCREWS TO POST W/5/8"THREADED ROD (I6)SDS 1/4"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 57RENGTH EPDXY, (MIN. 7" EMBED.( IN CONC, (12)16d TO WOOD PAU66. 2455 16005 ABU 66Z 2190 18205 11) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED( IN CONC., (12)16d TO WOOD II)5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC, (12)16d TO WOOD LTS19 +++' 1205 LTT19+++ 1310; (1) 3/4" A.T.R. IN HIGH STRENGTH. EPDXY, (MIN. 7" EMBED) IN CONC.,(8)10d TO WOOD (1)3/4 A.T.R. M HIGH STRENGTH EPDXY, (MIN,7" EMBED.). IN CONC.,(8)10d TO WOOD C LTS20B«+ 1100 LTT208+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED) IN CONC.,(10)10dx 1-1/2TOWOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 711EMBED.) IN. CONC.,(10) 10d TO WOOD S IHT745 1 4160 H74 4455. (1)5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN.7 EMBED) IN CONC., (18) 16dX21/2" (1)5/8 A.TR. IN HIGH STRENGTH EPDXY (MIN.7" EMBED,) IN CONG,(26).16dX 21/2., Z HTT45 5005 H75 5090: (1)5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN:CONC,(26) 16dX21/2" (1)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED,) IN CONC,(26)16d X21/2" UPHbll+ 14395 2 5D011-SDS 11810 (1)1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN.10" EMBED) IN CONIC., (24) WS3 W000 SCREWS (l) 1 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONIC., (24)5D5 Y" x 2%" WOOD SCREWS PHD5A TD%8 6525 7870 HD7B 5 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7' EMBED) IN CONIC (14) WS3 WOOD SCREWS (1) 7/8 A.B. IN'. HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD-BOLTSTO WOOD (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTSTO WOOD .. NFM35X12U 2590 7130.' MBHA 3.56/11.25 3475 5330 (1)1/2"' HDOLT W MIN 6" EMBED & NOT LESS THAN 4 FROM. EDGE OF CONIC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQW/MIN 5"EMBED INSTALLED IN FACE-(14)10d ATIOIST (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 SrRENGTH EPDXY, (MIN. 6;75"EMBEDMENT) IN C.M.U. FACE, (18) 1Dd TO BEAM HU54121F 3615. 2710 (100%). HUSC412 (WOOD) 3435 2635 (100%) (10)16d TO HEADER, (10)16d TO WOOD (10)16d TO HEADER, (10)16d TO WOOD 3325 (125%) 3220(125%) 1W7 HD4101F ([MU). 1950 3080 HUC410 (CMU) 1000 450D (18)1f4"" x 3" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10)30d TO WOOD (18) 1/4 x 2 3/4.. TITEN (9 PER FLANGE) i® CMU, (10)10d TO WOOD Z HD210-21F (CMU) 1950 3080 HUC210-2 (CMU) 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (SDI lOd TO WOOD. (18) 1/4 x 2 3/-0 TITEN (9 PER FLANGE) T® CMU, (10)10d TO WOOD: HD230-31F(CMU) D95 5015 HUC210-3 (CMU): 1800, 4500 (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD.USP .(20)3/16""TAPPER+,(10110d TO WOOD 118)1/4x23/4"TITEN (9 PER FLANGEIT o tMU, (10)10d TO WOOD LGUM26-2 2125 6065. LGUM26-2-SD 1430 5595 (4) 3/8" X 4"Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANOEI TO CMU, (4) 1/4 X 2.1/2 SDS SCREWSTO WOOD r Ci lfJ CJ1 U q CJ3 = q CJ5 FRAMING PLAN SCALE: 1/4" = V-0" 2X4 BLOCKING BETWEEN TRUSSES 24"O.C. TOE NAILED TO ADJACENT TRUSSES W! (2) 16d COMMON NAILS &SECURE TO BM. W SIMPSON LTA2 USED TO DO co DO co yv> U U U 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32987, PH: 321-802 3691 www.abdesigngrou!p.com AA #: 000332 F W I 03 b ' W O 0. 11 ) 4 F p: A EF ti 0 Code b Ce 9 neenng S tlQ 9NowammwpwATel ��ir:'ETa2w.�s.'Nz�6y SXMDIV. 8e I.OT- CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200/028R1m MODEIz 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA MAR 2 2 2021 ..4 - a MICHAEL C. ANDE11:V'DN AIR NO - ]PRINT 03 18 21 DATE- SCAIM: 1/4"11'-011 PxSFKEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOODSHEATHING, SEE (1) SIMPSON HETA16 (9) 10d x 1 2" NAILS TO TRUSS "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING y„ (12) 16d x 1 2" NAILS TO TRUSS z FASTENER SCHEDULE" I9) 10d x 1 NAILS TO 6", 8" x 4'-0" MAY BE ADDED t{ DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3 OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO 31 NAILS TO GIRDER AND NOTE: A PT SYP #22" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER (16 ) 10d x a' 6" , 8" x 4'-0"-MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR F WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO A (1) SIMPSON LGT3-SDS2.5 GIRDER TIE�EOWN 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS - SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) s x 5" TITEN HD TO CMU AND (12) SIDS 2x SECURED W/ 3 16d 4" x 2 2" TO GIRDER ` GALV: COMMON NAILS. _ ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x22x WOOD FASCIA (2) 2" x 5" TITEN HD TO CMU AND (18) SIDS 4" x , GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C -_ FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 2" 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) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885LBS (2 PLY MIN.) TYPICAL TRUSS/ 1 a 1 b 1 C SCALE: TYPICAL ROOF GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) SCALE:3/4"=V-0" 6'-0" MAX (W/1 X4) 1 10--0" MAX (W/2X4) i # 1100 UPLIFT SIMPSON HTSM20 WA010dTO 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 2114" TITEN 2 ANCHORS TO CON INIIOUS BOND BEAM CONT POURED LINTEL f TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOF D SCAI F 1 x4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 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 p �+ INTERSECTION TYP. ('6-`113TM. CHORD BRACING SCALE, 3/4"-I' D" NOTCH DEPTH 1/4*D o HOLE EDGE >5/8" R HOLE DIAMETER <2/5`D SGL: STUD OUTERSPAN HOLE EDGE >518" HOLE DIAMETER < 3/5*D DBL. STUD STUD NOTCH NDBORING LIMITS (2) 2X4 No,2 SYP DIAG. BRACE W/ (3) 12d @EA. TRUSS (DIAL. BRACE TO COVER 5 TRUSSES) 0' 0" To 30' 0" 0) "X"BRACE 30' 1" T() 60'-0 (3) "X" BRACE 11 i "X" RRACF Ob CENTER I2I "X" HHACL DIVIDED EQUALLY FROM GF NTER 10 FND. 2x WOOD FASCIA, SEE ARCHITECTURAL PRFENG GABLE TRUSS / STIFFBACK (AS PER ----� TRUSS ENG) SELSCHEDULE FOR BOND REAM RFQ. ®®! 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. Reviewed for Code Compliance Universal Engineering Sciences BLOCK WALL W/ GABLE EN PRE-ENG'D TRUSS S` THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING J. MFTAI_ SI RAPS FOR ROOF AND FLOOR CONNECTIONS AI AN AL-1 ERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES 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 SUBJEC I 10 F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=1'-T 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 329871 PH: 321-802-3$91 www.abdesigngroupcom AA #: 0003325 01 F W D3 V W 0. a En 4 F A E: ti fUn Y+ CREEK SIDE PHASE 12 rti LOT #28 PROJECT# 04321.200 028R1 MODEII 4EAB "1672—ARIA" GARAGE SWING: RIGHT' PAGE: 1} 7 9 DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA t� MAR 2 2 20YT MICHAEL C. ANDERSON AR NO 17305 DATE 03/18/21 SCALE: 1 /4"=1' - 0" SxEET S3. 1 A 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 "1-4 n 0 CONG POURED LINTEL COURSE - PRE ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX — FOR STRAPPING VERIFY W/TRUSS PLAN 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 @a CMU WALL Reviewed for Code Compliance ud Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J rq U W O F 0. U r7 W q F A ti SUBDIV. & LOT: CREEKSIDE PH""kSE 21 LOT # 2 8 PROJECT# 1 04321.200 028R1 MODEL: 4EAB "1672-ARIA" GARAGE swiNGi: RIGHT ]PAGE: r DETAILS k��160 MPH EXP. C ARCHITECT STATE OF FLORIDA =c. MAR 2 1 j 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT D03 18 21 ATE- / / SCALE: 1 /4"=1' - 0" SHEET S3ela (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAL. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @CENTER PRE-ENG GABLE TRUSS (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/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d COMMON NAILS. 1x2 S 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM v SEE SCHEDULE GABLE 1 W/ HIP - 2x6 OUTLOOKER @ 24" O.C. SECURED W/ SIMPSON H10A LCONNECTION PER I TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CUNT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS ND PRE-ENG'D TRUSS =TURN SCALE:3/4"=V-0" SIDE VIEW VTCR SPACING (1) AT, Al AKin a'_n I O, PRE -ENGINEER` VALLEY TRUSS CONNECTION Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32911 PH: 321-802-30911 www, a b d e s i g n gro d p i c o m AA #: 0003325I W a U F A a SVHDIV. 8t LOT- 4� CREEKSIDE PHASE 2 LOT #28 PROJECT# 04321.200 028RI MODEL: m& 4EAB "1672-ARIA" GARAGE SWING - RIGHT /y E DETAILS' ARCHITECT: STATE OF FLORIDA .I MAR 1 2071 MICHAEL C. ANDERSON AR NO 17305 "PRINT DATE: 03 1821 SCALE: 1 /4"= V — 0" SHEET a S ae 1 Pa l� i 'A" "A" GENERAL NOTES" ALL AGGREGATE USED IN CONCRETE SHALL CONFORM T 1 ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4" a� a� ■ ■ ■ ♦ �1�♦�1' ♦���1�i�e r►VAVAVAV♦V !■ 000�0 LVrt r♦r�r�r FAVrV1VATAVA ■ ■ ■ r�r�r�r�r�r�r�r�r�r�rt•. _ I. • • i • HIP VOICE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON REARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. a ARCHITECTURAL DRAWINGS. FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 1W Al t. WOOD FOR. BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI318-14 BUILDING CODE. REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON -- CRIPPLE .- RS, SILLS. ETC.. SHALL SOUTHERN PINE NO. 2 OR BETTER. = PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. E.LAST ICI fWOOD - 1,400,OD0 PSI. ALL WOOD IN CONTACT WITH CONCRETE ORR CONCRETE BLOCK SHALL BE NCR COLD. FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRFSSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM -WORK: SI ]At I 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 (;l )RRORORATE 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 ALI CONCREI E BEAMS, SLABS, COLUMNS, WALLS. DFASON;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 EDITION,"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 NAIL-ING 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 OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARF NOT CONSIDERED TO BE STRUCTURAL. DEPENDING' PI1 1VIL1F SOI ID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS. WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. `.YT' N7 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING I IS COMPLETE.. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 11111 RI,A I FD WOOD SHALL NOTBE IN DIRECT CONTACT I WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: A BEARING LOGA HONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACF PLUS TWOINCHES..WJRE: MESH FOR SLABS. SHAI I. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED S 0" OC, EACH WAY. I() HE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.. PRESS GRADEELUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND .`IFALED BY A PROFFSSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRE RE DEFORMED BARS}REBAR SHALL BE ASTM A615 cONNECIOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL GRADE 1NM F S FREE FROM II 60 MASONRY DEFORMED BARS, O ,SCALE AND T ' A RUS AND PLACED IN ACCORDANCE ME- IF TINE THE REQUIREMENTS OF ASTM A446/A44 M E HOT -DIPPED 6 GRADE A AND SHALL 8 HOT D ED GALVANIZED DESIGN LOADS; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAIL S'OF THE ACI 'STANDARDSANDSPECIFICATIONS. UFSGN, FABRICA1.E, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW'PRIOR TO FABRICATION.:HORIZONTAI STANDARDS FOR METAL. -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE. LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO UNSCHEDUI EDFIELICLAPS. ARE SUBJECTTO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED COMM 20 psf TOP CHORD -non-concurrent REVIEW. = - ". ' TYP. MIN LAPS SHALL BE AS FOLLOWS: N4 BAR ,,.25" '" #6 EAR 36 -` - TRUSSES. 70psf BTM CHORD -non-concurrent. #5 BAR, "90" - :'«#7`BAR 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, I APPED AND TIED TO EACH BEAM REBAR,;:SEE DETA7)_S TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD. LOAD DEAD. LOAD FOR ADDITIONAL INFORMATION. t ( )CATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INIPRSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88:1990. pef TOP CHORD psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) (7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING . �" "_ IJURRIGANE STRAPSSHALL BE INSTALLED ACCORDING,TOMANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD _ THICKENED SLAB, BEAM OR LINTEL _UPPORTING THE WALL AT T ;'TOP AND BOTTOM WITH - - , . DEAD LOAD TO RESIST UPLIFT: 10psf , MINIMUM 1 INCH HOOKS R B AND HALL BE r 0 C 00 S O ENDS A S. CONTINUOUSTJH.ROUGH01,1T THE,H,;EIGHT OF 1 H1 <,.I iNTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. ;k ',11- ITlJ✓,SSES+GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF WIND DESIGN PRESSURES STAIRS LIVE LOAD 40 psf WIND: LOAD SPEED-T60 MPH 3-SECOND GUST °•'I'T' ' RUN REINFORCING BARS CON IINUOUSLY LAPPED Al SPLICES AND',AROUND CORNFT,RS'_'DOOEt, .-. - I'I J11iF.,A FLOOR LAYOUTS PROVIDED ON THIESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING . NET (GROSS) ASCE 7-16 DEAD (FBCINTO (ASCE R2020) EXPOSURE C, RISK CATEGORY II). INTERSECTING WALLS AND I IOOK AT E NDS. STAGGER SPLI WHERE'VER�POSSIBLE, - ,. 'w'x I:IF:1 FIRMINAT1ONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ZONE 1 = 53.00 PSF 63-00 ZONE 3 ( ) = 60.90 PSF (70.90) LIVE LOADS:UNINHABITABL6ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED BIT BLE �, I AYOUt SANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE 2e = 60.90 PSF 70:90 ZONE 3e (80.40) = 70.40 PSF 80.40 (93.80) STORAGE:20psf, HABITABLE .ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf; BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEI. TO ACCOMMODATE - CCC MMODATE THE OF ENIBEDIiED"ITEMS AFF I + .'T Fc,T �.E S RUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE Z NE 2n = 7 :4 PSF ZONE 3r O 0 0 S ( ) = 83:80 PSF ( ) AND DECKS: 4bpsf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. ,>; «`. - - s 113UCTI IRAI_ ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ZONE 2f = 70..40 PSF (80.40) '. VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM:.40psf, SLEEPING ROOMS: 30psf. STAIRS: ;�., ,,� ;: - PROVIDF Eix16INEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION "A"= 4'-0" END ZONE DISTANCE 40psf - ,. MASONRY: �.; wY= '. 'T?L'AN SHOWIf^JC:=COMPON NTLAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA - BASIC WIND SPEED: 160 MPH MASONRY. CONSTRUCTION AND MATERIALS .SHALL CONFORM WITH ALL REQUIREMENtS'OF THE LICENSEDPH'OFESSIONALENGINEER.-- EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY `1,. ""• RISK ATA RY: II S GO SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES AS PUBLISITFD BY )' `" TI IF HURRICANE STRAPS SPECIFIED. ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUC_RQN-SOHEDULE- AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS I APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY O THE MASONRY STANDARDS JOINT COMMITTEE. PRQWI)EI76i 7FE TRUSS ENGINEER. PRESSURE COEFFICIENT: +/- 0.18 _ COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY SIZE BLOCK _,.. 'THETRU`.x.S''[t-STR TLIRE.CONNECTIONS AND LOADS O DS. SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ROOF DIAPHRAGM I J R F WA�L/ FLOOR ROOF/ / ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. .REGULAR ;`^ MANUFACTURED IN CONFORMANCE. WITH ASTM C 90. GRADE fin = 2000 PSI. BLOCK SHALL RE PLACED USVNF,. .,• RUNNING BOND UNLESS OTHERWISE NOTED. LAY UP MASONRY WALLS T .,.,.,.+.. i"TFT}-YEG.E'CEhAIED TRUSS ENGINEER. WIND UPLIFTVAL E HAVE - Y ::. , ,.. .• VALUES E BEEN BASED ON ASCE 7 O COMPONENT ND;� N , LOAD PRESSURES..THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR .;l „ FOR ASPHALT SHINGLE ROOF, USE MIN 19/32 STRUCTURAL SHEATHING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM ;: O BOTTOM OF TIE BEAMS BEFORE ,r, PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WLTIf ..C.;','W1ND t _T- " AFT dF�Ut S r&TIRUSS CONNECTIONS. EXP 1 (40/20); FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SHEATHING OFREPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE 'EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT Q ., ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS _19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD - DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3-R'' -' . '•. '-- -., AND EDGE SPACING) SEE DETAIL. p FASTENER SCHEDULE EDULE _WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W' A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION ROOF SHEATHING TO GABLE END FRAME USE 1OdRING SHANK GUN TO CONSOLIDATE GROUT NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF FOUNDATION/ SITE PREPARATION: ` NAIL REQUIREMENTS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR SHALL BE - GABLE END. i 1 SIZE HEAD LENGTH DIA.. I TENSILE S TR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 FR166SR R W HANK SCREW S 170,000 RING (16-20 RINGS S7 -03 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 ` F1667 RSRS 01 SCREW -NAILS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTINGPROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C 270, HORIZONTAL AND VERTICAL MORTAR.IOINTS ` EXCAVATIONS', AND SLAB. SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTMD-1557. TREAT ALL CELLS TO BE FILLED. - SOI L 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. "Reviewed for Code SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE 'Compliance GEO TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE aleenn9 SI En CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. <, Unwer9erences MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: RAFTER OR TRUSS RE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION: AND ERECTION OF SSTRUCE URAL STEEL SHALL COMPLY WITH THE ROOF SHEATHING CONCRETE- SPECIFICATIONS FOR THE DESIGN. FABRICATICrN AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, - - 9TH EDITION, BY THE AMERICAN INSI FLUTE OF STEEI_ CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ` C'3 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 ^ EXTERIOR SHEATHING A500/A500M, GRADE B, Fy - 46 ksi. STRUCTURAI<PIPE .SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S;Fy ` ` •. USE 1/2"CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" "�- �. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE . _ 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE FILLED IN THE SHOP. - O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & �- �...� � " 3,000.PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5STRUCTURAL TERRACE SLAB. BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT -- -- --� - ---S4 ANCHOR BOLTS AT THE COLUMN BASES SHALI.. BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL 7 1 "ZIP SHEATHING SYSTEM INSTALLED INTERMEDIATE SUPPORTS OR / 6 S S ( CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3129E3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS U D ELE e. L PER MANUF. SPECS.) SEE DETAIL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+I-PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH I HE TURN OFF -THE -NUT METHOD. L. BUILDING LENGTH L ' � .CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J BOL TS ARE TO BE STEEL. ROOF SHEATHING LAYOUT ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN AND ENDWALL BRACING WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON `'- `• :I • `,. - FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ROOF SHEATHINGATTACHEMENT SPACING BE THE RESPONSIBILITY OF. THE TESTING LABORATORY TO.NOTI FY THE OWN ER'S REPRESENTAT IVE AND THE CONTRACTOR OF ANY. , NOTE: GABLES -DROP GABLE END & (1) ADD'/ DROPPED NON COMPLIANCE WITH THE ABOVE. ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C- IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.G- ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END; ATTACH 2x4 #2 SYP REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS ZONE 3,3e, 3r 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING -@ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. A. 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): i END. ATTACH ROOF SHEATHING TO RAFTERS 2/ B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER BLOCKING PER NAILING SCHEDULE 1-1/2' FOR#5AND SMALLER NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED 2 FOR#6AND LARGER AND ADHERES TO ASCE 7-16 C. .FOR CONCRETE NOT EXPOSED TO WEATHER 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES V 0 rn a J z LU Z (' L5 LU � W Y @) Q U =O Z c m TYP. EXT. SHEATHING ATTACHMENT zw z0 0 O W Zu ¢� C 0 Z_ F 0 LE U) Lu CD Uw U) Y U Ij 00 N to Co #8 2" DECK SCREWS @ 6"-8"O.C. MAX @ EDGES & 12" O.C. MAX JN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 314" FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS ='" „' FASTENER APPLICATION SI7E TYPE SPACING RFMAFII'C. R17E TYPE SPACING REMARKS - 1x2 PT FURRING TO LASE HARDENED'T 11; A' O/C 1 RLIOClf §U/'K 1:4-DIA. TAPCON MASONRY 1 1/2' EMBED., 4" END DIST- MASONRY /CON(,:_ NAII i I ^' I (,Ni; MASONRY ,I5n n71NrIY CND _'- - A" O/C NO WASHER FASTENER 11/2"EDGE DIST. SGD. AL. EXT. DOORS CASE HARDENED r-I 1IIWINDOWSIR" f 9" O/C Dt r Fn ", rR`I FD 3 r 1 FTY�on RUW DIA. OR ' 16" O/C (V8' DIA) 4^ EMBED., 4' END DIST, 1x PT, SEE NOTE 6 NAII. 1 1:2' LONG. STAGGERED INTO r4A , ,Nf ,' 1a. 1 v n➢I- r }y' 1 2" DIA. EXPANSION BOLT 24' O/C (1/2" DIA) 9" EDGE DIST. w/WASHER' WINDOW BUCK CASE HARDENEDa1II 6 o/C WINDOwDI D FA<ivrnFo AVIn ,rnxnTl CONTACT THIS FOR SPACING 1x PT, SEE NOTE NAIL 11,7 LONG. STAGGERED INTO UA„rNDe011 I4A6ON1( 0'v1'' /ENGINEER REQUIREMENTS. - EXT. SWING DOOR I?I 3ilr"DIA. TAPCON" I l EIIPFD ="FHI` _ 18' O/C iy uT lf!!N( WUOD r ?^. EXPANSION 4"EMBED.4"END .' BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DI^,r Frn:F r y .MALI T, , ONC 6xCAR W, WASHER BOLT 24 O/C DIST., 3" EDGE DIST. PIT P STEEL WINDOWBUCK u- - '. ,'14'-PAFx^cA' 91O/C 4"END Drvn 4i ., r. r^ ,^•,., ".., NOTE W'WASHEn STAGGERED FD FPI,r _. 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 MAN UFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL. BE HAND FRAMED 4. PAF SHALL BE HILTI X ZF-HEAVY DITTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE RACKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACIM; DFT/VLED:ABOVE 6. WINDOW AND DOOR BUCKS SHALL BF AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EX rERIOR SWING DOOR WITH A WOOD DOOR Ffk4ME.I.1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED Wi TAPCONS OR PAF TO THE SUBSTRATE. 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www: a bd esigngroyp com AA AE: 0003325 �I y g � O S U ti 0. h I I� A ,w M. a z+ StMDIV. 8e LOT` CREEKSIDE A PHASE 2 LOT #28 a PROJECT# 04321.200 028R1 01DICIIIiI. 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS' 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 1812 DATE: SCALE: 1/4"1.1'-