Loading...
HomeMy WebLinkAboutBuilding PlansZ` _&3 -.0001 4XIM&I ' � � pp�� � � i�1 � ' ��� ¢ice �s P�;��`i � �FSa � oya' i :ts'.t"' _ e.,. H Jl 1-,..,.-. �+ ¢ .Y, ��'�� fi n,v �`.33 a _ tF, Teal: (321) -__792 F::ax. ( �5 72 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS 71-ZEVISIONS CERTIFIED BUILDING CONTRACTOR: AFt,ORiDA BUMD]NG CODE, RESIDENTIAL, DATE DESCRIPTION [.i rilCl EDMON (2020) ABIV. A/Q ABOVE AIR. CONDITIONING LAV LUM '. LAVATORY LUMINOUS _ ®I/08/�S AID SET ISSUED �, p, y nn `* ege�t nODyrp rlu IDCAL CODES ADJ. ADJUSTABLE M C MEDICINE CABINET .ItiE ALT. ALTERNATE MFR. MANUFACTURER.. 01/I5/IS 2011 FBC UPDATE DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 AMP. BD AMPERAGE 0 BOARD MIN. M.T. MINIMUM METAL THRESHOLD --- OIR9118 51D SET RE -ISSUED -CONSTRUCTION TYPE - VB CL CENTERLINE MTD. MOUNTED - 1430 CULVER DRIVE NE -MIN. INTERIOR FINISH - CLASS B CAB CABINET MTL. METAL 04AOA8 FOOTING REVIS10N PER M. 50WES PALM BAY FL 3?P907°BASIC WIND SPEED - Vult=160 MPH CLG CL CEILING CLEAR N.T.S.. O.C. NOT TO SCALP, ON CENTER 02/22A9 PLAN MAINTENANCE f TEL: 733-7092 -EXPOSURE - iTaSd=124 MPH C CONC CPf. CONCRETE CARPET PL P.B. PROPERTY LINE PUSHBUTTON 03/28A9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR (321) -1-STORY RESIDENCE - C v CERAMIC TILE DRYER PH PLY. PHONE PLATE 04 24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL E3ATSON FAX: (321) 733-7972 DB DOUBLE PT.YWD A2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL PLYWOOD 04/24/19 REVISED HVAC VOLUMES ON SQFT CALL SCHEDULE AND STATE CODES D DI ED DUAL GLAZ DIAMETER PR. P.T. PAIR PRESSURE TREATED 06121AS ADDED LED LIGHTS a KITCHEN t 5AT14ROOMS PER MAW50WES DIM DISP .DIMENSION - DISPOSAL R. RAD. RISER RADIUS 01/61/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS �� DP DR DEEP.- DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR -- 01101/21 2020 FBC UPDATE ® STATE OF FLORIDA_ . Iis DOWNSPOUT RM.ROOM PROFESSIONAL ARCHITECT: DTL DW DETAIL DISHWASHER R O S.C.SOLIDCOREEXTDR ROUGH OPENING 1- EA EACH.. S.D. SMOKE DETECTOR - ---- - - MI C HAE L C . AND E R S 0 N LIVING 1612 SQ. FT. ELty EQ ELEVATION EQUAL S H BHT. SINGLE HUNG SHEET GARAGE 432 SQ. FT. AR No. 17305 ENTRY 38 SQ. FT. EXIT EXT. EXHAUST EXTERIOR SHTHG. SHWR. SHEATHING SHOWER A LANAIA 96 SQ. FT. F.G/FX FIXED. GLASS Sim. SIMILAR .�----L_-- ---_-- _- -- - -- --- _—_ F.GI FUEL GAS SL SLIDING a A,B. DESIGN GROUP LLC r TOTAL zz38 sQ. FT- FI FL FINISH FLOOR SL GL. STD: SLIDING GLASS STANDARD ---- -- ------ 2194 HWY AlA, SUITE 301 - - -� FLUOR ', FLUORESCENT SWS SHEAR WALL ih -- — — � INDIAN HARBOUR BEACH, FL 32937 A/C VOLUME 14381b CU. FT. FR. FRENCH DOOR SECTION — -- — - -- --- -- FOOTING TEMPERED GLASs Tel: (321) 802-3591 GA.GAUGE THK THICK 9 - -- — -- GAR DTSP. GARBAGE DISPOSAL T.O.C.P CURB G FIT GROUND -FAULT CIRCUIT T.O.P. TOP OF PLAIT INTERRUPTER T.O.S. TOP OF SLAB - GL GLASS Ti'P TYPICAL. s- ^_ - GYP BD GYPSUM BOARD U.N.O. UNLESS NOTED i1 H.B.HOSE BIB OTHERWISE ------ -- --------- DRAWING CONTRACT DOCUMENT H.C.HOLLOW CORE. V.P.APOR PROOF -- — - - - TTDR HEADER W. WASHER — -- REVIEW BY BUILDER HOT OR HT HEIGHT W WITH - - - - -- - - INSTIL. INSULATION WD WOOD THE BUILDER ASSUMES ALL LIABILITY FOR INT. INTERIOR WOW. WINDOW -- - -- — _ -_- INTERPRETATION OF THE CONTRACT DOCUMENTS. WH W.I. WATER HEATER WROUGHT IRON y - - -- --- -- IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND „- ---- - - ------ ----_._-----____ .---_-_----.__.._ .__--_-- IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE � �r BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR ---- - ---- --- INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. --- AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO I ---- � RESPONSIBILITY FOR INTERPRETATIONS OF - - CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. ---- -- - - -- - - - INDEX OF DRAWINGS ARC HITEC ORAL `SHEET PG CI —COVER SHEET PG GN-1;GENERAL NOTES PG Al —FLOOR PLAN PG 'II A2C—ELEVATION "C" PG I E1—ELECTRICAL PLAN PG IIPI—PLUMBING PLAN PG M1—MECHANICAL PLAN PG Dl-{DETAILS PG D2—DETAILS PG 'WA1—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WA6—WALL- ASSEMBLY DETAILS STRUCTURAL SHEET PG Sl —FOUNDATION PLAN PG IS1.1A—DETAILS PG IS1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES FIG S2.1A—DETAILS PG S2.2A-SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNI-DETAILS DESCRI ION DESCRIPTION Reviewed for Code Compliance U liversal Engineering 21 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 PAGE: COVER SHEET 160 MPIT EXP maimmmo AR ICHAEL C. r4NDER30N AR NO' GENEML NOTES i SITE W= UMBER 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). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERE1N.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATI�NAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN F PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R3011.212. 3 � ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS F I. NATI LATE INSTITUTE: DNAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1 ARCHITECT. E. T APA - I- E ENGINEERED WOOD ASSOCIATION: 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 112 THE HORIZONTAL 1. ENGINEERED F. AMERICAN WOOD CONSTRUCTION GUIDE WOOD PRESERVERS ASSOCIATION STANDARDS 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 2. ALL LUMBER EXPOSED TOW ATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE 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 3. MINIMUM NAILING PER CHAP ER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OFF MING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 61 COMPACTION BYFLOODING 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. 5. WALL SHEATHING SHALL BE UCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEE D',11. ER STRUCTURAL, 71, 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 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 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. PLUMBING THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7 DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1W, AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 1b. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTiON, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FL SH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEAqOUTS SHALL CONFORM TO FBCR SECTION P3005.2 GARAGES AND CMPOPT-9 1 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8, FIXTURE SUPPLY SIZES SHAL - CONFORM TO FBCR SECTION P2903. 11 GARAGE DOOR DRAWING. 9. THE PLUMBER IS TO DIVERT A LL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHING OF WC OD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 11 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, i i C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTER10k WALL COVERIIIIIIIIIIA LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 2. AS PER SECTION R302.5. 1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONEN1 S AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLER301.2(3) MANUFACTU RED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXIM110111 FINISHES 3. AS PER SECTION R302:5-1. DUCTS IN THE GARAGE -AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,48 MM) SHEET STEEL 1" MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH & ACCESORIES PER ASTM-C-1 063-19a & R703.7. 1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5,1,,BANCH TYPE X GYPSUM BOARD OR EQUIVALENT. 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS,A FLOOR -CEILING ASSEMBLY, TH&STRUCTURIE -SUPPORTING THE SEPARATION SHALL BE PIPE PENETRATION -DETAILS "VENT -PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT.'WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASIM-C1063 -19a AND R703.7. FM RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EKM;jUk CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION � CONSTRUCTION OBSERVATION SERVICES 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. Reviewed for Code i compliance universal Engineering Sciences 2194 HWY AiA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-3591 www.abdesigngroup.com kalAA #: 0003325 � = OEM a"Re N A L j 1\d V NN 1 00 ul ggj & Z, CREEKSIDE PHASE 2 LOT #124 'PROJECT# 04321.201/124R1 :MODEL: 4E AB "1672-ARIA" MO-ARAGE SW'ING: LEFT PAGE: L5 GENERAL NOTES 160 MP XP. 0 11 STATE OF FLOPJDA Ix. 7 AR NID'i-130- W46089151M -I,,- IN DATEU: 03/05/21 ,T SCALE: 1 /4"=1' -0" CONTROL DATE: 12/10/20 (RM) SHEET N G 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 143811 CU, FT. OPEOM TYPE SQUAW F=AGE ZONE I1BrIAHCS 160 MPH WM (WailAND 5i, MIN. WINDOW 10 5 34/-45- CRITERIA SLUING �.,�..�.-.�..:. .�..-,...=.rs=. EXTERIOR 18 5 33/-4_' DR. MIN. CRITERIA SiG.D. MIN. 41 5 31/-39 CRITERIA 16070 O.H.D. 112 5 282/-31 12'xl2' SOFFIT 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 kw���j BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 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. COMROL DATE OVW21 NOTE: SOFFIT INSTALLATION IS TO BE PER w -1 MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE { BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. IS I O I r a. ARCH DTL. B SCALE: 1/2 = 1'-0' k, Reviewed for Code w Compliance "Y EL\ In l Universal Engineering 1 MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT _ sciences 8'-8' CLG. r (2) 3052-514 SPECIFICATIONS `� 1'-4" 16' -0'XI I _0'O.H.D. EGRESS — IFill IT 71 A CH R Ull z'-S" 6'-0" -0" 4' 4" _0" 2' 6" -- - - 19'-411 8'-4" ®" 71 r GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOp AIR MEAN SNOW SF'EEP TOPOCsRAPPIC DESIGN WEATHERING' PROS? LINE TERMITE DESIGN UNDERTLAYMETIT HAZARr, a FREEZING ANUAL LOAD (MPH) EFFECTSk CATAGORY' DEPTHb TEMP' REQUIRED" INDEX' TEMP NA 160 G NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH F13C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBG R302.10.1 THROUGH FBC R302.10.5 26'-5" 12'-0" 3 -10" 13 '4 5' 6 10, S„ 1_4" (2) 3052-SH T `* ... (2) 3052-SH a..�>.... i� EGRE58 I o 71, — — — — r 1 14 LANAII �,= yrDRUG c0 8 e cLG. I Y a �.. BDRM. #1 SROOM I e I WALLS 8' 8' CLG.CLGI `o 1 1 2 -6 9 6 ? �2) 3052-5H ® I... . gip,... �.. fir, ...it _ 3I w o 6_6 3-10 3-4 3-10 3-8 I. —� a $ . _ 1 45� �� m r C SIB' @3 45" HIP ROOFS IR 15N -S V7 f l I 0 r — — — I ;�' •I I GREAT ROOMfor l 1 W.I.C. GLG. --- — N� Ai*z > ?a ..t �f: "Alz�ai�c = I 8'-8' CLG. 0 m I I I • IGURE ti- 0 0 ?�, I I COMPOA 1�1 CL b3# 1#� x PRESSURE ZONES 0r 1 A U) a I I r 0-1 O L----- Al n 1R-15H C. 9 -� 1 WG .47 �-i ---il 91-8' GLG >IU Al -011 31011 it 3' g° 3'-S° 4'-4" 4^ . - _ _ = I 2"�RGI-1-- c0 V `^ UI - �' BDRM.#3 ® �, BATH #1 IGA1��1 a' 8' cLG. e 8'-51 CLG. LAY. ® T 1 6-411 o B = � n LAv- 0 SHWR. PAN W/ ENGL LL--- 3-SH `t ,R-ISH ry FLOOR PLAN WH. LAiJN. f-2Z'xT�4-1` - 8 -e CLG. I I s NOTE: ATTIC 1 I I 1,3 BATH#2 -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID L �9C $� U I I B 1 `8 8'-8' CLGL � v DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. m� AI u Av. 2 ) VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OND -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL r Q I I o m BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 E3oLLARD 0 I I WC. M I) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT • AS REQ. I I LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. PER BLDG. v_ C.I I --1R-ISH_ _ 0 CODE -- EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY m V. '` �+ "' DOOR TO BE EGRESS POINT WHEN THE HOME 15 SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. - GARAGE &� �, -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED 8 GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION 3068 W/ 31-51,, V-4' 6 _S, R VALUE OF R-13. 36'X12' TRANS. — CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. M.T. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE BDRM#2 HB 8'_8^ � 2 = PROVIDED BY THE HVAC CONTRACTOR AND ARE Or- THEIR 6 CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U VALUE AND SHCG ARE INFORMATION PROVIDED BY THE DBL. TOP PLATE 1 E. " BAR DETAIL �N� 11 . Aft 60 � 0 ff 1 wr to 3 � .ir Z 3 M a "M -. '`DT': CREEKSIDE PHASED 2 LOT #124 PROJECT# 04321.201 124R1 MODEL 4EAB "1672—ARIA" 0. ARAGE SWING - LEFT 1� Eu : I FLOOR PLAN ( I a0 MPIH EXP, � ARCHITECT STATE OF FLORIDA u ' I 20N1 > AR 17305 r x� SAT : 03105121 , SC :1/4"=1"0., SHEET AI 5LDG.HGT.,j,----------- 4' RAISED BAND 5RG. HGT.1I 11-011 OPT. COACH —� L IGHT 0'-0" FIN. FLR.,s. 9 \ I EQ_ III ICI ICI I ll' _ . ■ R i,ELEVATIN il,l11-011111 ;m m TEXTURED FINISH SCALE: 1/4 = I'-0' NOTE: UJALL FENESTRATION FLASHING AS PER FSCR 103.4 12 6� _ g'-g"..EKGs. 0'-0" FfN. S'-S 5RG. HGT.00 - SHINGLE ROOF EQ FOAM DRAIN TILES 2 4" FRIEZE SAND �S LA TYP- _ 8 -a' 5RG. HGT. S -8 5RG . HGT. 45 I A I tYP. 16'X62' DECORATIVE SHUTTER 104 RAISED r BAND (TYP.) oO'-O" FIN. FLR. 0' 0" FIN. FLR. OFF RIDGE t OFF RIDGE T II6 I I -]E:l i El F-, IREA�R ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH � GT. I ,0 I II lI LR. �0'-ra IFIN. FOR. --------- ------ ------ ------ ------ --- - ------ LEFT ELEVA TI®N SCALE:: 1/4 = P-0' TEXTURED FINISH 4" OFF RIDGE VENT OFF RIDGE VENT (TYP.) 0'-0" FIN. FLR., _ 1v1 1I ]RIGHT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH ERG. HGT. -011 4s A I I�� II 0'-0" FIN. FLR. �ae8 A ET.r_OPETAIL 0'-0" 51RG. HGT. 00'-0' FIN. FLR. Reviewed for Code Compl ante UniverseEngineering Sciences MODEL 1672-ARIA AREA OF ATTIC - 2318 SQ FT, N ET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2318 /300 - 7.73 SQ. FT. 7.73 = 1112.64 SQ. IN. MIN. REQUIRED VENTILATION IN = AX 1112.64 UPPER PORTION OF ATTIC 445.056 SQ. IN, (BALANCE TO BE PROVIDED IN SOFFITV ENTS)' OFF RIDGE VENTILATION AREA = 138 SQ IN. PER VENT (net free area) TOTAL# OF VENTS REQUI RED _ 323 TOTAL#tOF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 St, IN. PER LINEAR FT (net free :area) LIN EAR FEET OF SOFFIT REQUIREC 6358 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 a ;I a Ii 9 I; bA Ii lF f< r� Iy i h� Fi J " rj r CREEKSIDE PHASE 2 LOT #124 PROJECT#ffi 04321.20I 24RJ ' 4EAB "1672- ARIA" 'G AaR GE SWING: LEFT PAGE: ELEVATION "C" " Si 1 PO M -Tis E`UP. C AR :Hffl=—CT: STATE OF FLORIDA ; r _J MAR^ f 2� I) ml 4EL C. ANDERSON AR NO 17305 _; PRIES 03 05 21 DATE / / SCALE: 1/4"=1'-0" A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2 OF OUTLET WILD TO SWITCH GFI 110v OUTLET EOWPED WKaTAMRND F ULl ER R MTSISTAN TYPE) RESISTANT TYPE) a@ 220V OUTLET (4) WIRE CONNECTION UP EXT. WATERPROOF GROUND FAULT GPI OUTLET INTERRUPTER W SWITCH Nts SWITCH 3-WAY OPER Nt4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR FMaJOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER SQ. FT. VENT. FAN W/L IGHT 1 CFM PER SQ. FT. 1 VANITY LIGHT FIXTURE(SPEC'S TBD BY BUILDER) ® FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-BUL5 WRAP ARID (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT El 4' TRACK LIGHT 0 PANEL own METER WATT. BACK-UP OiMOKE S.D.S DETECTOR W/ HARDWIRE WALL MOUNTED MATT. BACK-UP SD SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® S/CO CARBON MONOXIDE SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL ME A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEATER IGNITION SOURCE TO ME ELEVATED DISCONNECT AIR CONDITIONING � BE � UXO' DISCONNECT THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRED JO J-MOX TO ME SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ MOX MARKED AS SUCH FOR INSPECTION A�4 24' INCANDESCENT LIC44T STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INGANDESGENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD HE PS. PUSH-BUTTON FOR CHIMES 0--� U85 PORT • LOCATION OF TV JACKS < PHONE OUTLETS ! FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 f 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR TTH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GIN • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 F5CR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 1TH ED (2020). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED By BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FSL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. lth EDITION RA04J METES FIELD VERIF' LOC. OPT- � COACH \` 1 a LIGHT — ------ ELECTRICAL PLAN SCALE: 1/4' = 1'-0' I I � 1 I I I I e I I I I � I LED LIGHTING DOUBLE LAV. BATH "1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR "ITH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDAR'Ir- ELEPTRICAL SERVICE. PROVIDE 3 111 COPPER (CU) IN 1-1/20 DIA SCHEDULE 90 PVC CONDUIT OR PROVIDE 3 I'2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. f I I I L I \ Renewed for Code Compliance9. ' universe! Engineering Sciences LED LIGHTING C SINGLE LAV. BATH 02 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5ONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE (3ROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 7TH EDITION (2020). 5/0" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLO R I DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SURDIV. & LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrmcT STATE OF FLORIDA l — —i MAR-„"-f02l MICHAEL C. ANDERSON L AR NO 17305 DATE-. 03/05/21 SCALE: 1 /4"=1' - 0" SHEET EI 1z PLUMBING PLAN SCALE- 1/4 = 1'-0' KITCHEN SINK W/ AUTO VENT VTR i CLEFT ALTERNATE) 15 PLUMBING RISER DIAGRAM Reviewed for Code Compliance :,nwersal Engineering 9? Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, x, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE PHASE '2 LOT #124 PROJECT# 04321.201 124R1 MODEL: f 4EAB "1672-ARIA" Ca.-4 2AGE SWING: LEFT : PLUMBING PLAN 00 101H EXR C ARM ffECT WNWA STAJE OF FLORIDA ' MAR Q¢21 M,64A D: ANDERSON k AR NO 171'res DATE:0305 °21 DATE. / / SCALE: 1/4"=1'—O" SHEET P i SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C MAR 0 9 2021 ) D TE 03/05/21 SCALE: 1/4"=1' - 0" SHEET m i II 1 PER FLR PLAN 1/2' CLG. 1/2, DRYWALL SECURE 5T. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLR 2X4 TOP PLATE JSS 2X4 WOOD STUDS ®24' O.C. SLAB NOTE. STUDS IN PARTITIONS SUPPORTING WALL HUNG F`LUM51NG FIXTURES AND WALL CA5INETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON -BRIG. SCALE: 3/4' =1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR SOr.1.1, ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0" FIN. FLR 3 5/8" OR 5 3/8, I/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8, OR 5 3/8, 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO 5E INSTALLED IN WALLS F3 5/8' OR RECEIVING UPPER/ 5 3/11' LOWER CABINETS 50ttOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO LONG TO 5E SPACED IV FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF t WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ 5ATHROOM WALLS W/ I/4' WOOD TILE FINISH SCREW WOOD 5ASE5OARD___._ 1—STORY \-FINISH FLOOR TYP. INT. WALL METAL STUDS r1A-\N (NON-BRG.) D� SCALE: I/2"=1'-0' 5/8' GYPSUM 5c OR 1/2' HIGH STRENGTH CLG. 50ARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL ,TYP PER ELEVATION o.h. . R-4.1 INSULATION I WINDOW ATTACHMENT AS PER MANUFACTURES 1— SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 8' CMU 1/2' GYP. WL. 5D. WOOD SASE BOND BEAM SOLID GROUT W/ (0- "5 (2) COURSE 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 ra —1 A nl O NOT CUT 4E 50ND EAM E5ARS 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J V-O' FIN. FLR d m. a °v a d a. a d°. .a d< a ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION F5CR c305.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 5 1-STORY HIP BLOCK WALL 4:12, A (2) LATER UNDERLAYMENT D1 SCALE: 3/4'=1'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED 5UT MUST 5E PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6l5-I F15ERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 305.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9" 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 CAULK AND SEAL GAB LME I k PVC SLEEVE Foie GAB LINE a• Cm la' GYP. LLL. L. 6D. WOOD P. G. o - 2B GAS LINE THRU BLOCK D 1 SCALE: 2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— SALL UPRIGHTS PER PER STRUCTURAL RAL DETAILS PRE-ENG WD.TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM 50ARD OR In — HIGH STRENGTH CLG. 50ARD In' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR _ 8' CMU °d a. a a ° d a R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. 5D. WOOD SASE 1/2' THICK 2 COAT - F'ORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALv.STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL RE2 VERTICAL TRACK I' MIN. 5Y MALF. FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REa CORNER BEAD e• CMU SEE STRUCTURAL FOR REINFORCEMENT Yxb P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REO. SEALANT SACKER ROD WEATHER STRIP MOULDING ALL AROUND (5Y DOOR MANE-) OVERHEAD DOOR 5Y OTHERS 3 1 GARAGE DOOR JAMBS pDDD1 SCALE: 11/2"=1'-0 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE ' Ax. 2x FASCIA PER 11114 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 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' =1' -0' CMU 0'-0' FIN. FLR PRe sewed toT Code `.,,,,er,a' Engineering -i sc,ences Note: WALL FENESTRATION FLASHING PER F5CR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of Water into the Wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall Comply With AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building Wall with a sealant complying With AAMA 000 or ASTM Cc320 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 512, or Other approved 4tandard as appropriate for the type of Sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA -114. The flashing shall ext6nd to the surface Of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA -_ /L_ e� MAR p 9 2021 MICHAEL G. ANDERSON AR NO 17305 DATE 03/0F5/21 SCALE: 1 /4" SHEET i TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X e' J—BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUTS 17 O SECURE 2x4 ON' FLAT TO BLK ❑0 W/ MASONRY NAILS. $IDE6: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X B' J—BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X I/V WASHER 4 NUT. (I) WITHIN Be OF TOP, (1) WITHIN Be OF THE BTM, (3) EVENLY SPACED. 0 0 IE I°f NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (2:)BUCK ATTACHMENT D WAI V!'.I'-®' 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 J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN B' OF EACH END 4 18' O.C. MAX SPACING B' 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: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE.145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN Be OF EACH END 4 0- O.C. MAX SPACING. 2X(P: ME SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ili WITHIN 8' OF EACH END 4 IS' 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 1/4') WITHIN Be OF EACH END 4 IW O.G. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTUi;;;ES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" n WINDOW TO BLOCK +1 1/2" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MINIL EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X(P: CEM SECURE TO BLOCK LIM) Mb '. A? CONS (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IS' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER 1/16' O,S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" n11INDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN Be OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS, (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON—STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" U WINDOW TO BLOCK +2 1/4" 2X4: CED SECURE TO BLOCK W/3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN Be OF EACH END 4 18' OZ. MAX SPACING. 2X(P: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK 61,, .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. B' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E 2X4: IZI SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS- O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 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 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON—STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 1 N1 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER ❑rj� DOOR CASING 2X4: CEO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN 8' OF EACH END 4 V O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN Be OF EACH END 8' CMU 4 18' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® SECURE TO BLOCK 1'X4' WK2) 1/4' TAPGONS P.T. NAILER (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 1/16' 0SU3. X 4' MIN. MIN. EMBEDMENT 1 1/4') WITHIN Be OF EACH END POOR CASING 4 10' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F Tn RT. rx +7" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN Be OF EACH END 4 18' O.C- MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE J46 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/1W TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. L_VI 8' CMU 1/2' DRYWALL ❑ F,.T. P.T. NAILER i' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB j AMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" n 1PINDOW TO BLOCK +3 3/4" DOOR FRAMING Reviewed for Code Compliance vi Universal Engineering Sciences 0- CMU DRYWALL IX FURRING RIP 2X10 TO 8-1/B'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR ]SUCK REQUIREMENT.; K KTa. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT* 0432I.201 124R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: DETAILS t60 MPH EXP. C ARCHfTECT-. STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 03 05 21 SCALE: 1/4"=1'-0" SHEET �2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO M WIRED TIED TO LATH ■ 9' OG. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY 7 j' THICK 3 COAT CEMENT PLASTER WRB LAYER'], FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED all (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/I6' ZIP SHEATHING SYSTEM NNSTALLED PER 'TO ;" LATH SHALL NOT GAP MIN. BE CONTINUOUS 6 IN a MIN. 6 To a' MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON \ FOR TO NAILS OR STRUCTURAL STUD 1. FASTENERS LATH BE STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0Z4T5' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INUARP • Pr. A O1. FOLD INWARD • PT. A 7. CREASE • PT. 15 3. CREASE • PT. C NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRIP EPGE= OVERLAP 3', EXTEnD I/2' BELOW SHEATHING• MECHANICALLY FASTEN 4' O.C. MAX OL FOLD INWARD • PT. A s. CREASE • PT. 15 FOI ® 1. FOLD INIUA1® • PT. A 7. CREASE • PT. B 3. CREASE • Pr. C 4, FOLD PT. C OVER Pt. 15 TILL PT. C TOUCHES BOTTOM FLANGE BOTtoM �- FLANGE WATER Thrill SEAL FOLD, 22 HQT CUT. d' THICK 3 COAT CEMENT PLASTER (FRAME), I/1' 2 COAT CEMENT PLASTER (CM) FWRB LAYER 02, FORTIFIBER HUILDNG PAPER(FRI ONLY) WR5 LAYER 01, STUCCO WRAP (FRA'E ONLY) LAP LAYER" OF BUILDING WRAP OVER NAILING FLANGE, STOP UM AFFRQXIM'ABOVE SHINGLES (-RAPE ONLY) B. MR" OR CMU EXTERIOR \ Qrrxni�ell ar�cn 5x5 WALL FLASHING r J utB KICK -OUT FLASHMG(SE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 W • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIESER SHEATHING TAPE / I" MIN. LAP e METAL LATH X X X X--.W', LATH VERTICAL LAP TO BE 1' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH WRB LAYER M, �' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER 6' MIN PAPER LAP BELOW ONLY METAL LATH WRB LAYER 62, FORTIFIBER WRB LAYER 02, FORTIFIBER BUILDING PAPER BUILDING PAPER WRB LAYER "I, \ ` / STUCCO WRAP I WOOD SHEATHING M,ANUFSPECSJ (INSTALLED PER 2 APER LAP SCALE: 1 1/2' - I'-O' (AKIC KO UT T'.1". m A TT WATER TIGHT SEA- (BEND OR SOLDER DO NOT CUT) I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL WOOD STUD: NOTE: SHEATHING - SIDE LAPS OF METAL OR T/16' ZIP SHEATI-ING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.04T5-IN. (121-MM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. NOTE: LAP u LATH LAP ® PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL WA40USE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER WIMP. bp�E69 34160 OR CMU -WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 8' THICK, 3 COAT CEMENT FLASTER (FR,AME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRI5 4 TAPE OVER ROOF/WALL SCREED zl 5'X5" "L" TYPE CONTINUOU5 �I GALV. METAL FLASHING zI' (NAIL TO ROOF DECK, NOT WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES �j „ L„ N.T.S. ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. =... FLASHING TO EXTEND ONTO PIPE F OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING .STEP M INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 FLASHING BRING MEMBRANE WRB LAYER 01, STUCCO WRAP WRB LAYER h, FORTIF15EP BUILDING PAPER METAL LATH - 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) PIPS P�NEfifi�AilON 3A N.T.S. Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18h. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL (FRA(i ) DRAINAGE FLANS (WR3 STUCCO WRAF) WRB LATER #2 (FORTIFIE3ER ...... —'- 3UILDING I=AFER) 1`IEFTAL LAT14 X X X X STUCC® WOOD OfR I/1(011 ZIF WALL SHEATHING 6ELF-AD14E&VE FL)4S4NG — — — — — — NOTE: 1"IETAL LAT14: LATE TO E3E PrEfR SECTION R103-7-1 / )457-1 C-a4l-1-4a, 1'"lIN. 2-5 L85- fi ER SQ. 1' )ARD (UTILITY OR NOI�'1INAL LAT14 DOES NOT 1"rFEET SPECIFICATIONS) 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 " fi 5 411 k 1 9 9" h2 II e { SUBDIV. 8e LOT: x CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT, STATE OF FLORIDA MAR 9 9 2021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT 03 05 21 DATE: / / SCALE: 1/4"=1'-0" SHEET Y Y A I NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP 15 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 a JOINT ALL AROUND Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 92, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (WRS LAYER 1*1, STUCCO WRAP) WRB LAYER #2 (FORTH:18ER — - — - — - — — BLI ILD ING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/1(0 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO SE PER SECTION R103.7.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLl\ 6" SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' STUCCO FINISH 6" SELF ADHESIVE OVER TOP d SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT IV TOP 4 SIDES VENT — — — F_ I wal CON]2� NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METE :f VERIFY LO STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEG. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ^-r Gt''�" '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH i NO MEMBR ENTERS E APPLY TO F El APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF1 ST f '*=3 WOOD CONSTRUCT ION 8' CMU P.-A:FI 1/16' XIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 1/8' TEXTURED �,�FINISH s WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® Is O.G. MAX Yo' TO J¢' MID -WALL WEEP SCREED �J 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH ® MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING - MEMBRANE FLASHING OVER BOX AND OVER APPROVED WIRE, LAYER "1 STF '*2 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP :- WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP' *4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ST E F ST E7 F *(o ELECTRICAL RECEPTACLE Reviewed for Cod, Compliance Jrnver�­i Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 y. S E; �y wt u= % svBDIV. & LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124RI. MODEL: 4EAB "1672-ARIA" GARAGE SHYING: LEFT PAGE: WALL ASSEMBLY DETAILS 1.60 MPH EXP. C W ARCHITECT- [S-.yl T-A.7TE OF FL0RIDA MAR 119 1021 MICHAEL C. ANDERSON AR NO 17305 r"i"' 1 03 05 21 DATE: / / SCALE: 1/4"=1'-0" SHEET 0 LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WR8 LAYER 1*2 (FORTIFIBER ...... - - 5UILDING PAPER) METAL LATH x x x x STUCCO . •...,,......, WOOD OR 1116" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2" 1 A P�CORNER BEAD CORNER BEAD (FASTENER 4 SPACING a I" O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLI' TO MASONRY 0P BLOCK Reviewed for Code Compliance universal Engineering li Sciences_ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT* 04321.201 124R1 MODEL: 4EAB "1672-ARIA" GARAGE SV#MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA MAR 0 9-2021 MICHAEL C. ANDERSON � AR NO 17305 J PRINT 2105 DATE- 03 / / SCALE: 1/4"=l'-0" H SEET WA3 i 2x& SUB-BANp W/1 "x4" NOTCH a END, WRAPPED IN PFPL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH -8 WOOD 1/2" TEXTURED FINISH 6 CMU 1\ I\ I1 I , I I 1 1 � METAL FASCIA 1 WRAP )V FROM STUCCO, 1" FROM 1 WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY � ELEVATION METAL FASCIA WRAP 2X6 SUB BAND ( )PLAN e -1/8' TEXTURED FINISH 6 WOOD, 1/2' TEXTURED FINISH tv CMU METAL LATH r a \— WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) j WRB LAYER 02, FORTIFI5ER 5UILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY —ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) �1/8" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED FINISH 6 CMU 2x6 SUB -BAND W/I "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB SAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING 5Y5TEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m' SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUS -BAND W/lY"x4" NOTCH a 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/V2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAI" IE 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 W/l!2"x4" NOTCH END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124R1 MODEL 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA MAR 0 9 2021 MICHAELKARANDMON AR NO 17305 rraian a 03 I 21 DATE- / SCALE: 1/4"=1'-0" SHEET WA6 I - �I FOUNDATION NOTES 3 -8 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES F '', 26_8" 12,4„ COMPACTIN REQUIREMENTS. 3'-10" 13'-4" 9'-6" 10'-8" 4' 2. TOP OF FI ISHED SLAB SHALL BE+-0'-0" 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED' OTHERWISE. _ 4. REFERENCE ELEVATION +0'-0" SEE SURVEY PLOT FOR NA VD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHEDBY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER EXTEND SERVICES. SLAB 1 1/2" 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. El • v • 7. COORDINATE SLAB ELEVATIONS, STEPS; AND SLOPES WITH ARCHITECTURAL 3 — — — — — — M-1 X18— —r FM-12X12 DRAWINGS. 1.1 1 X 4' CONC. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 1.1 N I SLAB N I 9. WINDOWS DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS LL I N a rr cT ICo AND WITH THE MANUFACTURES SPECIFICATIONS. co0 Euj L 31/2" 2 io 10. SEE ARC ITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. F-24X24 Will LL 11.OINDICAT S #5 BAR, OINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL RE INFORCING BAR IN EL • 2' 6" 6'-4" 3'-2" I CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH ANACI STANDARD 900 = HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 0 o 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = `O 1.1 — — — 30",#6 =36"), AND REINFORCING SHALL BE CONTINUOUS FM-12X18 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL 1 I SOIL BEARINGCAPACITY OF 2,000 PSF. TRANSFER REINFORCING ON ALL ALLOWABLE 1 REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL. REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: • A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION CL C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 00.' 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE TOP OFOF I = REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION °D 1" PVC CHASE SLAB q SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" bo N FOR ELEC. @ III I MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. ISLAN n I 16. WIRE WE DED MESH LOCATED IN THE MIDDLE TO UPPER 1 OF SLAB SUPPORTED ILL' 1 ii 3'-0'' O/C MAX. SEE PLAN FOR WWM SIZE.00 a 00 INSPECTOR NOTE: M El I 11 IIEl 1 STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING III _ I CODE, RESI ENTIAL, 7th EDITION II N ilia I ' SLAB SCHEDULE SLABJ 41 THICKNESS REINF REMARKS SD i ' uD GENERAL 3 1/2" 6x6 6 MIL VAPORER COMPACTED FILLLO to i BARRIER FOOTING SCHEDULE 4' PVC EXTEND PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. CHASES I MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF T.O.F. • — — SLAB 1 1/2" TE-1 SHORT LONG FM-12x18 12" CONTINUOUS 181. (2) #5's (+)014" FMC-12x18 12 CONTINUOUS 18" (2) #5's #5IN CURB VARIES • 5 1/2" I F-24x24 24" 24" 12" (2) #5's (2) #5's .4^ 4" CONC. � I ( )p SLAB FM-12xl2 12" CONTINUOUS 12" (2) #5's (-)V-4" # . ej 5 I Z TE-1 8" SEE PLAN $" (1) #5's 0.0„ 0101, -1 TOP OF 1T-8" 2'_ „ 181_0. ao SLAB00 00 I i- I LX N I� N w LL w 1 M 2 O EXTEND— 2 Jn SLAB 1 1/2" FM-12X18 1.1 _ Go co a' coNc. IW 37 LL I SECURE , rr SLAB aic SIMPS❑N WB r UI 6" � „ 5" IX I w I I STRAP TO 3 5 O N UNIT I � RO LL STRAP OR LL.I I� 31i2' I I CONC. � W/ EQUAL @ EACH L----J 2)-3/16 X2 CORNER OF A FMC-12X18 2 LL TAP-C❑NS 71/2' 1.1 aD 1 I UNIT 4 ~ FM-12X18 'LFM-12XI8— SECURE STRAP T❑ ❑— — — — — — — — FM-12X12 i Ir ❑ — SLAB 1/4 TSHW MTL) #8x1 - 0 0 0 - SCREWS 2'-8" 16'-0" 2'-0" 4'-4" 2'-0" 2'-6" 8 -6" Reviewed for Code Compliance A j C CONNECTION 19'-4" 8'-4" 11'-0' r versa Engineering ._�' S^genres 4-8" TO PAD DETAIL FOUNDATION PLAN SCALE: 114" = T-0" 2194 HWY AlA, SUITE 30 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.corr AA #: 0003325 V, rfi r r r+ri �a I q1 "" la I _41— r, IN I I 4 k � I Pn SURDIV &e LOT" CREEKSIDE PHASE 2 LOT #124 PROJECT# .._F 04321.201 124R1 MODEL « 4EAB "1672-ARIA" GARAGE SWING: LEFT ym. PAGE: (, FOUNDATION n1' PLAN f T� 0 �1jj A kTHT v 160 ? I �D. Tj,m OF Ru1D„ s� t MAR 0 9 201-- ICIiAEL C-. A-N.P N �, S NO 17305 r � DATE: E: 03/05/21 w SCALE: a SHEET z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 0- SPACING REQUIREMENTS m w U Of U) - z 8" CMU WALL 0 oNii, % r ♦. " SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE i APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY +- u.-u,. OF SLAB BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" �A EXTERIOR MONO -FOOTING SCALE- 3/4"=V-9' BOLLARD LAP P PLATE A MIN. OF AND N W/ 16d COMMON NAILS, 2N WS, 4" 0/C BTM LAP TO OC ROVER STU 2x4 OR 2x6 W\2UDS,' WALL W/ SYPPLANSFORSBTM. PLATE TPROVIDE DBL STOP OF SLAB 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X21/4". TAPCONS f I SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY TO RY NAIL V IV G6+1 VI\� "V 1 QUIRE'D WHEN NO PLIFT IS PRESENT. >EE SLAB SCHEDULE SEE SCHEDULE �r FOR WxD, BAR SIZE D BAR QUANTITY INTY OR FOUNDATION ��-yyOD WALL 9 SCALE: 3/4"=V-0" (NO LIFT) -� t III STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND ❑ Y SPACING REQUIREMENTS 00 V W v a Q O 8' CMU WALL o Z m +_ 0,-0' TOP OF SLAB ♦ at' SEE SLAB SCHEDULE TOP EXT. PORCH SLAB Il 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION • ' 6" CHAMFER (2-STORY) JOINT (WHERE • a i—SEE SCHEDULE APPLICABLE) z 4, FOR WxD -BAR SIZE AND BAR QUANTITY N MONO -FOOTING (DEXTER'OR GAR GE SCALE:314"=1'-0" 01 W J I j � NEW REINF. BAR O 0- SECURED W/2-PART a I EPDXY MIN. EMBED J Q 8", UNO JQ p FOLLOW ALL MANF. SPECIFICATIONS FOR Q USE AND F � PREPARATION OF CO "t Z w HOLE. J o p 4' CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED mi CELL SEE PLAN FOR SIZE AND :1 SPACING REQUIREMENTS a co LLI co J v Cl- 0 cn J 8" CMU WF�V,L o-I ?/ ' I " SEE SLAB SCHEDULE z "ISOLATED COLUMN PAD "• CENTERED UNDER WALL AND I. ° 4 — ---- POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCH ULE FOR WXD, BA SIZE AND BAR QUAN TY M I ED EXTERIO MONO- OOTING AND COL. P SC7 30" MIN. EACH WAY MONOLITHIC FOOTING rTR P nP P n ° . v —FM I1 CORNER BARS, SAME SIZE AS LARGER BAR P ° IN FOUNDATION WITH 30" LEG EACH Ay ' WAY AT ALL CHANGES IN DIRECTIONS ..> SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ° v Iu- CONTINUOUS STEEL MONOLITHIC P FOOTING REINFORCEMENT SEE SCHEDULE Lk WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48' A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT LAT TO BE PT. PROVIDE DBL. OF PLATE SIMPSON SPH4 OR SPH6 — BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3' OPTOP OF SLAB i 0 w a 'a a B ° • e ♦ �° EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD'W SCALE:3/4"=V-0" (W/ U.PLI % VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOC9II JIFV. PLATE TO SLAB W/ WEDGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC SLAB SCHEDULE POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 112" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO I�BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4'=1'-0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2—ROWS, 4' O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT ' VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING FOR NRY SET EV: PROVIDE DBL TOP PLATE I I - SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO co UPLIFT IS PRESENT. w � tY SEE SLAB SCHEDULE Q OF SLAB E-�QAND modEE SCHEDULE R WxD, BAR SIZE BAR QUANTITY CURB FOUNDATION WOOD WALL D8INTERIOR SCALE-3/4"=V-0" (NO UPLIFT) EReviewed for Code Compliance �fniversal Engineering Al Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 8003325 a&( x y I.."' I� k, p p: E Ir` �\ Va k \ SE, 31 L. 1\ 1 Zr Lr' & i.G F`V. EKSIDE 2 ,PHASE LOT #124 PROJECT* 04321.201 124R1 MODEL• 4EAB "1672-ARIA" GARAGE SWING: LEFT g fig I` DETAILS k"? I <<, 160 MPH ARCHUE h, STATE OF FLOPIDA MAC 091021 AR NO -17305 Fw .. PRINT DATE: 03/0 5 /21 SCALE: 1/4"=V-0f1 SHEET S1. l f//� rt: 23'-10" 16'-10" 3 6 El Eil El I v r 00 0 I. N cV m M LO vEl � a' v I o r Y M El 04 El o I El _TTFa o 0 Ell 0 F- 0 O 8'-10" 17'-0" Peviewed for Code Compliance -sal Engineering Sciences DOWEL PLAN SCALE: 1/4" = 1'-0„ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 rJ4_ p J 1 �aet 4� .smJ 8 v� ow,a. CREEKSIDE 4 PHASE 2 LOT #124 n PROJECT* 04321.201 124R1 MODEL 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE:' DOWEL ' PLAN 11 �. o STATE C)U�OHIDIA, �a t' MAR 0 t�021 KI � �C,. t,_NDE fit@ L PRMNT 03/05/21 SHEET s 1 „ w I TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES RER ELEV. ° . 4 • 4. NEA .4 A' A` - - . ° a T r 111 d ° 4 a ° J � . a p .CLEAN OUT REQUIRED 4 FOR INSPECTION CID m ' V < ° CY o c) 0-0 FIN FLR. A a TIE ERTICAL REBAR ° d TO HORIZONTAL REBAR W/ 10" HOOK ZLu �O M U HORIZONTALNERTICAL SCA REINFORCING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" z - - 41 IL o mW U � J a 0 � 0 M a a a <. d EXT. PORCH SLAB Wl 1/2" ISOLATION JOINT (WHERE 6 APPLICABLE) Z 6" PVC CHASE I THRU FOOTING r STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS - 8" CMU WALL \-SEE SLAB SCHEDULE �4" CHAMFER (1-STORY) 6" CHAMFER (2STORY) MATCH STEEL REINFORCEMENT PER SCHEDULE :E SCHEDULE WXD, BAR SIZE BAR QUANTITY +- a'-0' TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE +-0-0 a e d' TOP OF SLAB 4 A W' a d . 0 9 ° , '4 d U ` • < °'a d a. • .. 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE SCALE: 3/4"=l'-D" #5 BARS zo a° m 1'-01' CMU UNIT DIMENSIONS co ARE NOMINAL SIZES MASONRY S SYMBOLS 3 SCALE: !4"=1'-0" ao„�<�Ned for Code Reviewed foie 00mpliance4 g U'rilversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, ?_ FLORIDA 32937 �s u� PH: 321-802-3591 www. abd esigngrouP.com AA #: 0003325 ELYF - - Fla UB:DYFI'. 1fis�1 , CREEKSIDE PHASE 2 LOT #124 ;PROJECT# 04321.201 124R1 4EAB T "1672— ARIA s "s GARAGE SWING LEFT I E DETAILS st ISO MPH EV—P, C Gr FRCi , R C. T o f STA,7F, OF FLORIDA �j 1 - M?�J�f 2& lullC�iAEC G`. iAbEFRSON 3 AR NO 1710-5 "I A? F NT 03%05/21 ,ATE: SCALE: 1/4"=1' 0" a SHEET S1.2A 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-3591' ,www. abdesigngroup.com AA #: 0003325 SUBDIV. & LOT' a CREEKSIDE PHASE 2 LOT #124 PROJECT# 4 04321.201/124R1 4EAB "1672-ARIA" &RAGE SWING: LEFT GE: LIFT BEAAf PLAN AND NOTES r MPH EXP. Cl -; ARcHIrC 'TATE OF FLGIR A i' gne 1i 109 psie— E�1M' //05 03 '�1 _` SC - 1 4"_1'_0 AT* all Dip y NOTES TO THE INSPECTOR/CONTRALTO TYP.8"x8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 8„ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACESTEEL HEIGHT O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROU D AS DEPICTED HEREIN. STRUCTURE A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN ,THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. WA6"5. �p COURSE LD THE DOUBLE OF BOND BEAMBISOND BEAM COINCIDE WITH A LINTEL THE OM BOND BEAM OMITTED AND A LIIN E IS PLACED THE ST EEL #5 CORNER BAR W/ 30"LAP FOR EACH REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM / TOP OF THE LINTEL 8" I, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK Z PQ lGF��� ONI BEAM / (B OCR 6 EACH COURSE s, • G 8x8 BOND BEAM T P OF • �OQ���� F FILLED W/GROUT W/(1)#5BAR BOND BEAM 30" TYPICAL - U =UNFILLED GROUT OULIU OPOF B NOMINAL LINTEL TO TOP OF BOND WIDTH # OF #5'S, IN BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSEE (� _ n n /O R 8x8 PRE -CAST CONCRETE lJ 1V1 V LINTEL W/(1)#SBAR (L2) MASONRY 05 �� NOMINAL --�� IVY �7 F\ LENGTH OF BAR =WIDTH OF e e ENGINEER'S INTENT P OPENING-2 BEAM DESIGNATION NIT IS THIS C O R" " E R THAT XFFXX - 1T/1M OB INDICATES A DOUBLE BOND EAMD BEAM COURSE # OF #5'S, BOTTOM 8 8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM AND XFXx- MOMM13 INDICATES A SINGLE 13OND BEAM PLACED IN LINTEL LINTEL, NO STEEL(L1) REFER SCALE: 3/4"=1 -0" T IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS' AND XUXX - lT/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP ...... OF OPENING 00 LINTEL AND XUXX - 1TlOM/013 INDICATES SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) — DBL. BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 AT HIGHER ELEVATION TAPCON DR DRIVE PIN (MIN SHANK S ZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW--- 1/4") 8" FF OM EACH END AND 18" O.C. MAX. MIN 1-1/4" ' I #5 BAR BENT EMBEDM NT ASSHOWN 2x6 (MIN X 3) 23/16 TAPCON DRIVEOR PIN (MIN SHANK J. SI PRE -CAST Q 3 1/A SIZE.145 MIN HEAD SIZE .300 �' WINDOW MIN EMB DMENT 1 1/4") 8" z n 70 LrO SILL SLOPE FROM E CH END AND 18" O.C. MAX. MIN 1-1/4 - _ EMBEDMENT M 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 AT CORNER STEP k� SCALE: 314"=V-9' 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.30C MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7Mnl-OSB 18" O.C. MAX. MIN 1-1/4" MIN. 2 12d PER BLK. EA. END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION Y PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. LE REINF B,AR(S), 3ROUTS BENEATH ARCHWAY FRAMING DETAIL 3/4'-1 -0" SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF OF FILLED CELL BOND. BEAM q 9 Reviewed for Code Compliance Universal Engineering -- -- Sciences r PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM G' HANG E I N CHANGE ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 WWW.abdesigngroup.com r AA #: 0003325 y �fr l CREEKSIDE hI PHASE 2 LOT #124 PROJECT# 04321.201 124RI MODEL: 4EAB "1672—ARIA" GARAGE S WYNG: ; , LEFT PAGE: `, DETAILS I ] 60 MPH E) . C ' A , ,H',I`ECT-. T�^�7 ' i F ==:LORIDA MAR 0 9 2021[ - MlUiAEANbEkM AR NO a R1 W, TT DATE. 03/0 5 /21 SCALE: 1 /4"= V — 0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-D" SHEET Ste_ "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS�T SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 OB S8/8 6-1T/OB 1T/08 1T/OB 1T/OB 2-1T/OB TYPE LENGTH PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/181T 8/20.1T 817A-1T 8J28-1T 8132-1T 8/8-19 16-1T/1 lT/1B 1T/1B 8-lT/1B -lT/lB 6/6-2T 8/16-2T en0-2T 824-2T enfi-2r 6/322T 3'-0" PRECAST 1436 952 3114 4217 5321 6428 7531 3'-6" PRECAST 689 1024 3'$" PRECAST 150 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5253 6132 mot 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5W7 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3= 3815 4570 5325 6079 1961 6113 7192 0524 7627 8751 1383 3060 3815 4570 5325 6079 4'-0" PRECAST 819 533 1770 24W 3033 36M 4300 4'-0" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2560 3123 36M 4249 5'�" PRECAST 411 411 5'�" PRECAST 1016 18M 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 28M 3399 3981 4084 5'-10" PRECAST 817 1024 1631 20M 2649 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 61 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-0" PRECAST 692 3227 3031 3707 4383 5081 6'-0" PRECAST 410 721 V-6" PRECAST 835 1201 1678 1955 2332 2709 11139 3 33227 4598 7054 10000 8825 835 1868 2329 2790 3261 3712 T-0" PRECAST 570 8 2498 2205 2898 3191 3885 T-S" PRECAST 303 534 7'-0" PRECAST 716 900 1181 1482 1743 2025 938 2408 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 91-4" PRECAST - 428 633 1593 2204 2481 2818 2621 9'�" PRECAST 192 384 9'�' PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 101-6" PRECAST 151 301 10'-w PRECAST 356 488 012 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�" PRECAST noy� 5" 1312 1742 2252 2688 3630 11'-4" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'4" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 U98 783 507 1210 1598 2048 2586 3171 440 940 1300 1560 1314 1478 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1 1312 1071 1 1203 14'-0" PRECAST 254 388 978 1272 1608 1988 2279 14'-0PRECAST 71 293 -0" 14'" PRECAST390 279 278 380 443 526 609 978 1272 Iwo 1950 2389 378 717 981 1192 975 1133 141-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. -283 14'-0" PRESTRESSED458 239 422 506 626 746 865 1079 1429 1824 2277 2712 248 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 " 1T� PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 385 451 687 680 300 f6 1121 1413 1739 2047 192 506 720 501 1135 1312 19'�" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 266 348 4W 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR 2NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 0 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 221-V PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24' PRESTRESSED -0" 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 465 681 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 13 1 . '� ld:Stl Y1Cj ., z JCPbIiJ@5 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #124 PROJECT* 04321.201 124R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA MAR 9 9 2021 MICHAEL C.-ANDERSON L AR NO T7305 J PRINT DATE: 03 05 21 SCALE: 1/4"=1f ol, SHEET LS2. 1� III R FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 11/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. X 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 Al APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. +( 13. ALL ELEVATIONS ARE REFERENCED FROM 0 0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE, END BRACING SHOWN ON THE FRAMING PLANSANDDETAIL 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 I39 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 GIRDER/TRUSS W12X6 BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD. MS LOCATION AND l Lx4 b.Ab IVHN­ILMU IU DIAGONAL ACTUAL WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS CONTRACTOR SHALL PLACE TRUSS BOTTOM i� BRACINGIBOTTOM /� ''LLYY THE DIAGONAL BRAE ADJA CONDITIONS NT TO THE TRUSS WEB -AS COND TCHORD W/MIN (4) 10d IONS ALLOW: e++oRD BRACING WHERE APPLICABLE NAILS FOR EACH _ CHORD CONNECI ION A DISSIMILAR BOTTOM HORD- BRACING @ END &GALE: MIJ TRUSS MANUFACTURER I 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 MISTAKESI 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. TRUSSES W/2X4 GIRDER/TRUSS TRUSSES W/2X4 - BOTTOM CHORD W/2X6BOTTOM BOTTOM CHORD CHORD DIAGONAL 2x4 SCAB. NAILED TO BRACING/BOTTOM TRUSS BOTTOM CHOR CHORD BRACING W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM H IRD "BRACING @ MID RUN mNNEL]ORsa EDULI CONTROL IMI ' 01/27/2020 M Lek USP SIMPSON M Yk USE SIMXPEN 115. UPLIFT GRANItt OEI UPLIFT GRAVITY ifAST E NET I FASTENER F IA I1I6 IS. MfIA-1E 14W (810d%11/21.1LY;(7) 1642RY, EMI (8)10d a 11/2'•I-PLY,(6)ICA 2-PLY, EMBED A' (21 REAL 16.1R 2430 (2)META .16 19a5 (1J)100 X 11/2"IYLYEMBED4" (101 TOP X11/2'I-PY,EMBED4" PTA 16 I8]0 HETA 16 IT'(' (10)10d x11/2'i(A) 1GA2PLY EMBfDP' (9)1W x 12/2'1-P (9) 1 FM 2:PLV, EMBED4" FTA20 1870 HETA 20 181E (10)LED A 11/2',(8) 1&12PLV EMBE06 (9)1M X112'1-PLY,(8)IM 2- PLY, EMBED 4" (2 HEWN 2430 (2)XETA-20 2035 j1Z) 100 x 1 1/21 1 wKYj EMBED (101 ITT x 11/2"1.PLY, EMBEDS 25W (10)16d 2-PLY, EMBED4 (12116d 2-PLY, EMBED4 LUGT-2 1655 LIST -2 1SHI SEX (111/4'X3"Wedge dd11.A111o, WIXA IT G) 1. 1]) - 1/4 XJ1/4" I I I FN WCOO(16) 1UP LUGI-3 318D LGSSGO 14. CONC(413/9'X 5'Wed9B 1 ArdKWN WOUD(I2)W525 (1215D51/4'X3" TO GIRDER, 141 US' S"TITEN HDTOWALL DFTA.2D 243E OETAL d] 140E (16) - IT, X1112.1 PLYALTERIATE.15k LN#JI FT A 2OAUTEPTA31Jf 181 RdXI l/J, I PUY ALI TEEPEE USE OF(21 HfTA20 A(( TPI ABLE MJGTL. 394, 39f I115/8"A.T.R.141,,11,ST11.8 I IEPO%Y(MIN l2 fMBEUId2(LOS T0•NOJD 11).tiEAT.R.IY FISH.sTRfNGTH EPDXY(MIR Il' EMI 10d fOWL1Op PJ612. 9S5 FEE z♦ IDEA WOOD (8110d, W SONUJ21 VW' A.T. R (2)3/4'AED,INF.IGH STRENGTHEPDXYIMIN. 12'EMSED). 116) IDS TO'A90D FJGia. SEGO P.-IL T.. 000813Ud, 1A50NR112) 3/4"11R J./4A.IP1%EGE STRENGTH EiUXV MIN, I2' FM3f0), IORRd TOSAOD ' .PTA 151E PARALLFLTD WAIL 1470 PERPENDICULAR TO WALL LIA2 1210 PARALLELTO 121E 11 HIT NDIOULARTO ,A ALL WALL LIP) 101 x]1/2' - (lU ]Odxl-1/P' MUGTIS 3945 NOT 1111 1115/8 A T.R. IN HIGH S11ti GGI H EPDXY IMIN 12 EMBf (4) 10d TOP/(E) LOS FACE/(12) 1W I1. OF THU. (11I/B" AT. R. IN HIGH STRENGTH EPDXY (MIN 12 SUPPER, (161 IM vN X3" HUGI 951s (2iVGT ]]85 (215/8"AIR .IN.HIGH STRENGTH EPDXY (MIN, 12 EWBEbUR8)1W (215/S'ACT .E. IN HIGH STRENGTH fPOxY(MIN. 12"EMBEDL(321 SM 1/4"x3" MiW 12 965 GETS 12 B90 � I4)Id, X11/1 P4P'M .pal 1. X 11/2• HTW IF ]355 H646 ]3LI (IF)IRA xll/2", 116)101 (161106 X 11/2" HTW 20 1355 HT52O 1130 (24)10d%I I/2",(20)101. (24)IRS X1112- xTW" I35s HT524 ilia (24)TOP x11/z",(20) 1Dd :(2411Otl t E1/2' - WA12.. B30 6fA-12- 92E (10)lT, (ID11N LSIA18.{ ... LSTATB« .Ills ('4)ird (141 HOD MSTA.1aii I3V) MSTA 1aii 1315 (141 LOS (1411. MSTA24.. 1640 MSTA 24ii 164E `. (1x)IRS (1.1 IDd MSTA-30i1 JOSS YISTA 3d- 205E (221160 (2211W MSTWS5.. 2D65 MSTA 36 20W (261 HIS I (2611. Ed I IIIR 2765 MITI.16 38110 : IS Ed 10d X 1112- I (3611Ed XI I/P' KI111. 51.1 M11I-0a 501E Y.)104 x i 1/2'' 1 149) 10d %11/2' LFTA6 1. H6 IN, (16)ad el IC, (16)SUj I RI Ad TO PLATES,(31 ad TO STUDS. SEIM EYE SPA FIB (6110d TO 5TU DS(6) 1M TO PLATE 16110d X 11/2"TOSTUDS - M134 525 IN F1 L IM ASA 110 (4)EA Xl 1/2'• TO BEAM, (4) Did TVrIBL9OST (4)Rdx11/2' TO BEAM, 141 Ed X1112-TO PoST.' HHL92 FXI) HCP2 (10)INS x11/2' TOTRUA; 00) IRA X11/3" TOPWTE LET IddXL v2V FEE. 102E HN. 104E -(9L 10d X 1.1/)° IU TRUSS,(M WG.112' TOPWTf NET IRRJ XI/E" MUST! 5&WIRA 4115 VGi&FD. 494E (29)106 TO TRUSS(10) WS3 WOOD SCRIPAI PoST All SIB "THREADED ROD p6 S051/VA TO WOOD, 1101.SDf 1/4'X2 IN? W/THREAOED ROD,(21 NUTS/WASHER/2 PLY •ViUGTl5&NEW 4171 SET &HD2B 4.0 (29,II1d I0 TREES, (10) W13 WDOO SCREWS TO POST S/x"TN READEO RW (1F)SUS 1/4"x3"TO WOOD, 13)-3/4"STUD BOLTS W/'1 IFILEADER HOPES, (2) NUTS/WA5HLR/2PLY PAL144 2535 fil]5 ABU 442 2. ]]50 Il)S/8• AT.R. I N H IGH 51 (RENDER EPDXY, (MIN.]" fM011ll) IN(NONL,(12) TEL TO WOOD (1151VAL.P. IN HI GH 51 RkP161 H EPDXY, (MINT EMBE D. I IN CON.:,(121 LIMIT TO WOOD PAV66 2455 ]GOES ABU EDO 219E CREDO III 1/8' A. I R. IN HIGH STRENGTH EPI ,(MIN.]'F M8E'1 IN CONC, p2)I6d TO WOOD (1)GGVXIII. IN HIGH STRENGTH EPDXY, (MIN.]' fMBFpIN CONC.,(ONAd TOWOOD LT519... 1205 LTTIAM 131E 11)3/4"A.T.E. INXIGX STRENGIN EPDXY, (MIN.]"EMB DNNCONC.(PTUtl1p WOOD (13/A"AT.rz.IN HI6F STRfNGTX EPDXY, (MIN 111MRED.)INCONC,8)101 LO WUOII LIS208... 11W LfiJOBw 150) 1113/4'AiR LET HIGH EPDXY, (MIN TFMBE INmNC (HANDS x]1/2TO WOOD (1 ]/2' AT.R. IN HGIL 5TRENGTH EPDXG (MIN ]- EMBED) IN (CENT, (1011M TOnYJOD. HI T45 4160 ITUTEL .11 11)5/8 A T R. IN HIGH STRENGTH EPDXY (MIN .] FMBED IN COME, (10)16]X212 (1)18" A TD. IN IT DI 51 EFNGI H EPDXY( MIN ]"EMBED)IN IGNC I-):16d%21/2` XTT45 SUDS IH171 5"10 (1)SOB' ATAiN HIGH STRENGTH EPOKY(MIN. T EMBED) IN CON[(26)1M X 21/F' (1) SIVA T.R. IN X IGH STRFNGTH EPDXY (MIN. T' fMBED,I INTONC., ISE) Idd% 2112' U PHD11i 14395 HIT O11.1 25i IT.. jl) V ATR. IN FISH STRENGTH EPDX'l,(MIN 1drEM3E )INSdXI.,(24)WS3WOKEDSCREWS (1)1" A i R. IN HIGH STRENGTH REMY,(MIN TO- EMBED)INCONC (24)SITM"12H WWDSCREWS PHOSA 6525 H11]B A., (1)5/8'AB. IN HIGH STRENGTH EPDXY, WIN EMBED) INCIANI WCUOSCREWS (1)1/9'AS. IN HIGH STRENGTH EPDXY,(MI N 2'fMBEDIINCONC(3)3/A"5)UDOL3 TOWOOD TD%P JBID (3p/a^STu0BOR5TOwCOv 1t7/3•A.Bnry FlGH sraENGTH eFOxr,GMN ]'ENA NFM3M12d 2580 113E MBHA 3.56/]l.b 34]5 TEED TLmrvc Ill1/P".BOLT W MM 6"EMBED&N®T LESS TXAN4"ROMfME0FMZWW4"DIAITWRAMSET/REDHFAD(113/4"AT.R. OYNAaOITSLffVf ANCHOR OREOW MIN S"EMBfDITryTALLFOINFACE (]41W AilOIST IN HIGH STRENGTH EPDXY,(MIN.5,75"EMBfDMEM INCM.LLTOP,pl3p AT.RINX EPDXY, (MIT 6]5'EMBEDMENT) INCM U. FACE; I181.TO BFAM HSTA NGNI xus4121f 3Gls 2]10(IDEM NU51412 (AUG.) 343s .... °s) (10)16a ID xFAnLq p0p6d TOw0od UOµ6aroLEADER, pOpM TOWGOO 3325 (125%) 32d0(]J5%) FW]OIF(CMU) IS. - Id. HUu10 (CMU I.IX 45M 1.)1/4 a"WsI 1C1.s(1U 1N iB WON) VbY (1113/16" IgPPER iu)i1)111TIWUG- 151 ( ) /4t2-3/4.. III EN(9 PH, I LABOOTOCMICTIC) 1M TO WCOII N 0210.z1F(CMV 195E 30P0 XUC2102 {CMU 18 TO 45g1 (]0)1/4 3"•W535CRfWl (1U)1M}® W. VSP (20 3(16' IAPPkIii, 110IDNTOWOOD 18)1/4'x2-3/4'TIifN (9 PEPFNNGE)TOCMU, (101M IO W000: XD210-31F(CMU) 2J95 503i ,OM, 03 (CMV) MOD 41W (W1/4 xi° WS3 SL HEWS I.) INS NOIN USP121113/16 TAPPER.,(101M TO WOOO 119)1/4x2.1/4'TITFN(9 PER FLANGE) TO CNIC(10) 2W 10 WOOD LGUM26.2 212s 'SEES L6UM262-50 143] 5595 (413/8'X4-Wedge-BOItX Anchors, W1:4i0(A) WE3 SCREWS (413/9, 1 TITEN ED ANCHORS (2 PER I WN6EI TOCML1(41 CEdX 21/25EN 5CIitWS I O'M✓3O DIAGONAL B RACI NGIBOTTOM CHORD BRACING 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON Ef) LO NAILS & SECURE TO BM. W SIMPSON LTA2 USED TO ✓j U U U BRACE TOP OF WALL. U U ,T<\ CJ1 u I EJ7 11 I �IIIIdw CJ3 II II II II II I W7I1I WI1I II III CJ3o II ATTACH 4'-0" LONG 2x SCAB TO 1C1 11 1 CJ5 =- - II n II II TRUSS W/ 10d NAILS @ 6" O.C. III I II 3.1 a II = - _ _ CJ5 lA (4" FIR DM EA. END) I I 1 1A A9G GT 1 ki ) =I E­ - E-4- i d 6 \ �� _ A5 ---- X 4 r 0 U V I � o ' O 09 LL / 11 J Z a PREFABRICATED 0 in I TRUSSES @ W O.C. o T-- ... .. - ----- , U I N L r 4= p I A1A a 1 I 1A- 3.1 IRI A2 - 1 - 22"x54" A TIC - A3 =__==IACCESS A4 1JQ ti�A AS v U . _ A6 N V4^ > 1A8G GT 2 1A 1 -w CJ5 =_= II II II II II II w 211 ��� o II II II II II II I m � �P 1A � F- CJ3 - m = j1 u n u u n n n III00 II _II II _ II EJ711 1� ��_ � �� CJ1 II _ III - ^ C1GE171) - - \\ 7 7 7 O U U U w O N0_ LL FRAMING PLAN SCALE: 1/4" = V-0" 7 V 8 .1 .1 .Reviewed for Code Compliance ,q uno/ersa Engineering Sciences I 2194 H WY AJ A, SUITE 30.1 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I,Y S k 11 ) r �i 1 r� u 41 it Ia��F a %.REEKSIDE PHASE 2F LOT #124 PROJECT* 04321.201 124R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: a `I LEFT AGE: rl I1 a Na FRAMING �1 PLAN �r fE OF £ "1,fiCD SO £: {F / }I ti r ^e L� H: DATE: 03/05/21 ft ;1 SCALE:1/4"=1'-O" -11 1rr- SHEET A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 10d x 1 z' NAILS TO TRUSS FLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEAT SHEATHING SHEATHING (12) 16d x 1 Z" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 4"NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2)SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS 1x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTORS) SCALE 3/4"=1'-0" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24"I O/C, SUBMIT SHOP "ROOF/WALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", (9) 10d x 1 z" NAI LS TO 6", 8' x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/14d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) B" x 5" TITEN HD TO CMU AND (12) SDS " y' x 2 Z' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) Z' x 5" TITEN HD TO CMU AND (18) SDS �' x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (2)12" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" GALV. COMMON NAILS. 1 x2 SECURED W/ 10d ASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAMI ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALL OWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C AL OWIBLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SCALE:3/4"=1'-0" GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1M" TITEN 2 ANCHORS TO CONT POURED LINTEL �- PRE-ENG TRUSS CONTINUOUS BOND BEAM \I TITEN 2 ANCHORS MIN ' 2" COVER & 2' APART REPAIR OF MULTIPLE MISPLA ED EMBEDDED TRUSS ANCHOR 3 SCALE, 3/4" -9' 6-0 MAX (W/1X4) OR 10'-0" MAX (W/2X4) 1 x4 DIAGONAL BTM. CHORD BRACING, SEE Lu PLAN FOR LOCATION o j U i MAY NOT BE iv Fr d >- REQUIRED BTM. CHORD OF WOOD ROQFTRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX.. OR 2x4 BTM. CHORD BRACING END TYPECONDITION, IF 10'-0" O(C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP. BTM. CHORD BRACING G l V SCALE:3/4"=V-0" (2) 2X4 Na2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAL. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30 -1 ' TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" w I. 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. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH Zia THE USE OF ALTERNATE MATERIALS MAY BE D o , USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >518' T - HOLE DIAMETER FOLLOWING <2/5'D SGL. STUD OUTER 1/3 OF ' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS SPAN ONLY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. J HOLE DIAMETER < 3/5'D DBL. STUD Compliance for PLATE Rewewetl for Code. U lwersal Engineering Sciences STUD NOTCHING 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0 AND BORING LIMITS 8 SCALE 1 1/2"=1"•0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 329�7 PH: 321-802-3 91 www.abdesigngroqp.com AA #: 0003325 I i CREEKSIDE PHASE 2 LOT #124 PROJECT# 04321.201 124R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: N Ij, 111 - I'd Ls L160� MPH ',tP, ARCHF, STATE OF FLORIDA MAR 0 902y 11CIiA -C& AW6ERSON AR NO 17505 STE. 03 05 21 SCALE: 1/4"=1'-0" SHEET S 3 . I 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 Wl1/2"DIA.ANCHOR BOL W/2'.. WASHER SET IN HIGH STRENGTH EPDXY 6" MIN EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P. . PLATE W/ 12d s 8" O.C. M {i ® PRE-ENG'O WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=l'-0" k`6 �1 ki Isa a �i F, s N L� r^< I i 9 Reviewed for Code Compliance x i In ,.e,sal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 [ www:abdesigngmup.ccon AA #: 0003325 a 3, CREEKSIDE PHASE 2 LOT #124 �A PROJECT# 04321.201 124RI MODEL: 4EAB "1672- ARIAGARAGE SWUiE- LEFT f. PAGE: DETAILS y ix f 160 MPH EXP. C i HITECT ST a 1 u OF FLORIDI� i MAR;i02 9�J= �11CNA�C�: ANbER30N AR NO 17"105 ATE„ 03/05/21 s SCALE: 1/4 1'—G" SHEET 1133 (2) 2X4 No.2 SYP DIAL: BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" 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/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2X SECURED W/ (3) 16d GALV. COMMON NAILS. lx2SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE �GABLE - 2x6 OUTLOOKER @ 24" O.C. SECURED W/ SIMPSON H10A CONNECTION PER i TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS END PRE—ENG'D TRUSS SCALE: 3/4"=1'-0" SIDE VIEW VTCR SPACING (1) AT EA PRE —ENGINEER" VALLEY TRUSS CONNECTION G SCALE: N.T.S. Reviewed for Coae. -phance .1 sal Engineering E Sciences 2194 H WY A1A SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J 6' S F ¢ 33DIV. & LOT CREEK&IDE PHASE 2 LOT #124 PROJECT# _t 04321.201 124R1 MODEL: 4EAB "1672— ARIA" GARAGE SWING: LEFT DETAILS I, a,:: MPH EXP. C ARCWECT: STATE OF FLORIDA c _ MAR 0 9� AR 14 17305 `PRINT DATE 03 05 21 SCALE: 1/4"=1r-C" SHEET S3a1d GABLE - END GENERAL NOTE& ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TQ ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL E 314 - - - STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: if RCHI'IFECTLJRAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT .PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALL-Q= r21 nT❑c a cTl Inc rnM ®ry ____ _ _ _ RIZZI ECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 34'. ON STRUCTURAL DRAWINGSAPPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, MC 8E CRIPPLERS, SILLS, ETC., 5. CI 31 -14 BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHE RE INDICATED ON. ELASTICITY = 1,40Q000 PSI OR STRUCTURAL CONCRETE,: TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF. - DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRE' COLD ORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS SHALL BE RATED TO RETE ALL D TAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEI 'SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS,. COLUMNS, WALLS, REASON SHALL BE RATED EXCE T WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LA -EST W/ DOT SHALL BE HOT DIP EDITION RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Yz" ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE MINIMUM NAILING PER FBC DRAWINGS.FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: I April 19, 2021 O THATTENTION OF THEARCHITECTPRIOR TO. PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING,. SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING F THEWORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCttURAL.DEPENDING SYP ID Plaririiri & Development SeTV1C0S ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. g p 0 — ' " HE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE. BUILDING UNTREATED Building & COne Regrilatlon D1Vlslon V 9 0 O V 1 COMPLETE IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND. EATED WOOD SHALL 0 0 O V SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS V 2300 Virginia Ave. 77 O WELDED WIRE MESH: Fort Pierce Ft 34982 BURIN ERECTION. WORK INCLUDES THE ADDITION OF NECESSARY SHORING; SHEETING, > . 0 O EMP I RARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH; SHALL M LAPASTIMSHALL /A1 ONE GRADE 65 AND BE PLACED IN ACCORDANCE S WITH THE WOOD TRUSSES: (772)462-2172 0 ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH OR SLABS SHALL k TO BE DESIGNED AND FAB 1' O O 40 V C ,1 y-j 0 s-, HE C NTRACTORSHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. - STRESS GRADE LUMBER A RE; permit # 1 1' O 0 V EQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS SEALED BY A PROFESSION 00 D.R. Horton Homes r ® Q D O O ®O ® ®O �,. V O NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHAI Creekside Lot 124 V v7 0 0 .-P - V 1p __OW RK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREME Response Letter V 2R O O O ^. 2R V GRADE 60 IN. MASONRY. DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE �[ ES GN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND S ECIFICATIONS DESIGN, FABRICATE, AND V O00 2R O O 21t 0 O V ..CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATIOI . HORIZONTAL STANDARDS FOR METAL-P V 0 0 V AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO NGINEER'S COMMENTARY AND RECOII For the above listed project, the plans indicate 7/16" roof Sheathing on Sheet SNl. O ROOF LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. This is an error on the plans. The Correct callout. Shall be 19/32" Sheathing thickness and O O 1 O O O V 0 0 0 0 0 mu 20 psf TOP CHORD - pn-concurrent TYP: MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" V 0 0 10 psf BTM CHORD -non-concurrent #5 BAR - 30 #7 BAR - 42" the COIIeCt refeIenCe for W1rid pressures is ASCE 7-16 reference. TRUSS MANUFACTURER W V 00 - PROVIDE 36" x36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH. BEAM RES R, SEE DETAILS LOCATIONS WITH GUSSET DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHE 20 psf TOP CHORD - 15 psf TOP CHORD p ELLS SHALL BE ANCHORED IN THE FOO LNG 3 V V V V V V V 11Q 2E `¢ (7 psf w/ ASPHALT SHINGLES) : (10 psf w/ No GYPCRETE) - ALL VERTICAL REINFORCING BARS IN CMU C HURRICANESTRAPS SHAL 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND 60TT0 WITH Ikkk MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THHEIGHT OF THE CONTRACTOR SHALL SUBI A" ee' DEAD LOAD TO RESIST WIND UPLIFT: 10psP HIP ROOF BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO CO STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS I ROOF WIND DESIGN PRESSURES VIND. DEAD LOAD SPEED =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVERPO'SSIBLE. DETERMINATIONS,FEASIB - NET (GROSS) ASCE 7A6 (ASCE 7-1.6 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LAYOUT, SPANS& ALL TRL - - ZONE 1 =. 53.00 PSF 63.00 ZONE 3 = 60.90 PSF 70.90)AVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE. 10psf, UNINHABITABLE ATTIC WITH LIMITED ( ) - ( TO GE: 20 sf,HA8ITABLE ATTICS AND AT WITH FIXED. STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF.EMBEDDED ITEMS AFFECT THE STRUCTURAL ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70-40 PSF (80.40) p WITHOUT. THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER C ZONE 2n = 70.40 PSF (80-40) ZONE 3r = 83.80 PSF (93.80) ND. ECKS. 40psf„GUARDS AND HANDRAILS. 200psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER PROVIDE ENGINEERED SH ZONE 2r = 70AO PSF (80.40) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf; SLEEPING ROOMS 30psf, STAIRS: PLAN. SHOWING COMPONE "A"= 4'-0" END ZONE DISTANCE Opsif MASONRY: LICENSED PROFESSIONAL BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS O THE EXPOSURE CATEGORY: "C° HOP DRAWING REVII=•IN: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR ASONRY THE HURRICANE STRAPS 4 STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), A PUBLISHED BY RISK CATAGORY: II SHOPIDRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDUL APPLICABLE INTERNAL F THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY PROVIDED BY THE TRUSS; Should you have any questions, please feel free to Contact me. PRESSURE COEFFICIENT: +/- 0.18 - OM LIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO'STRUCTUR - - � ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLO�K MANUFACTURED IN. CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL E PLACED USING OF THE DELEGATED TRUS LL SHOP OP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. AND CLADDING WIND LOAI Sincerely, ROOF DIAPHRAGM - ROOF/ V V/yt L/ FLOOR VIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS COp DRAWINGS SUBMITTED WITHOUT RE FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL DOCUMENTS ARE PROHIBITED PLACING CONCRETE FOR IN COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH F REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON-TRACT ) ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 AYS; UNLESS SHEATHING EXP I(24116) oc15{32 STRUCTURAL SHEATHING EXP 4-- - THbUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES THE CONTRACT SHEATHING ° (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" ) OCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS' CHECKED, UNLESS OTHERWISE SPECIFIED IN - SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A AXIMUM3/8 STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND FASTENER . SCHEDULE R:TIG BY THE ARCHITECT. TO CONSOLIDATE GROUT. ICAL VIBRATION COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHA EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN ODATIOW SITE PREPARATION: EDGEWISE 2x4 BLOCKING ALL d RINGJ SHANK W/ IN 4' �, NAIL REQUIREMENTS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL': BE NAILS @ 4 O.C.- OOT NGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C 270 HORIZONTAL AND VERTICAL MORTAR JOINTS OF GABLE END. SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/9' 0.113 170000 , RING (16-20 RINGS F1667 RSRS-01 - SCREW SHANK PER INCH) Sd RING SHANK, F1667 PNEUMATIC 2 3/8" 0.113 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C.AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER. MANUR SPECS.) SEE DETAIL. RAF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4' O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O C. INFIELD ZONE 3,3e, 3r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD XCA ATIONS 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 Michael C. Anderson MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1 557. TREAT ALL CELLS TO BE FILLED. Florida Architect #AR17305 OIL FOR TERMITE PROTECTION - FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND�OR VERTICAL HE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING: UCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE EO-TECHNICAL:ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6X BAR NO. (48 BAR DIAMETERS)., U.N.O. 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321)802-3591 ONT,RACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE www.abdesigngroup.com CREEKSIDE, PHASE 2 LOT y,+124 PROJECT F 04321.201 124R1 aIODEL: nl BUILDING LENGTH U THERE IS A DELAY IN SUCH THAT ABATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL r{' 4 E AB BE TH RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT 'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ` AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING NON C MPLIANCE'WITH THE ABOVE. "1672-ARIA" FOR GABLE END FRAMING REQUI RED CONCRETE COVERAGE OVER REBAR SHALL BE. AS FOLLOWS. I;. GARAGE S WILT, M IA T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: k LEFT ER RAFTER WI BLOCKING f. PAGE - DETAILS lFj 100 MPH t�. C 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @ J Q Z rn W U K uJ � W Y @ C) Q O INIMUM E MADE CONCRETE: DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BY THE GEO-TECH.ENGINEER.. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY VMTH SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 9TH EDITION, BY THE AMERICAN.INSTITUTE�OF STEEL CONSTRUCTION STRUCTURAL STEEL - STRENGTHS AS FOLLOWS: - CONSTRUCTION. �M28DAYCOMPRESSIVESTRENG _ NDW-SHAPES. STRUCTURAL TUBINV- SHALL BE RETE SHALL ACHIEVE MINIMUM A36/A36M, Fy 36 ksi FOR ANGLES, PLATES, A THE. BUILDINGS, SHALL BE. ASTM I; ASTM " ON -- A500/A500M, GRADE B, Fy = 46. ksi. STRUCTURAL PIPE: SHALL BE ASTM A53/A53M,ADE B, rYPE E OR S, Fy 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. - 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB - - ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH. DOUBLE-NUTLEVELING. ALL (7 Z � CONTACTOR TO .FOR EACH SEPARATE MIX PRIOR D SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA :OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE CEMENT BOLTS - 0 O. CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5'+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED. IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. m CONC, ETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING MIXING, TRANSPORTING ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL - ETC, C1 NCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ' WATEI% IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90MINUTES. IF FOR ANY REASON i TRUSS 2x4 #2 SYP OUTLOOK @ 1-112 FOR#5 AND SMALLER. 16"O.0 IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2 FOR#6 AND LARGER BLOCKING @ 16 O.C_ FIRST 4 BAYS W/ (2)12d NAILS EA. C FOR CONCRETE NOT EXPOSED TO WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR SLABS WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES; STIRRUPS C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING a TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF L. -Vd\l: C#8*2" DECK SCREWS @ 6"-B" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING Typ, 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS ix2 PT FURRING TO CASE HARDENED COIL O/C GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 8"DID 1 1/2 EMBED:,: 4' END DIST., MASONRY/CONC NAIL 1.112"LONG . 8„ TO MASONRY/GONG. NO WASHER FASTENER 1 112 EDGE DIST. SGD AL. EXT. DOORS CASE HARDENED COIL - 9" O/C WIIN O FASTENED GARAGE DOOR BUCK 318 DIA OR 112 DIA EXPANSION BOLT 16'O!C 3l8 DIA 1 ) 4 EMBED., END DIST. ix PT SEE NOTE 6 NAIL 1 LIT LONG. STAGGERED MASOR/ INTO MASONRY/GONG. TO MASONRY/CONQ wl WASHER 24 O!C (1!2 DIA) 3' EDGE DIST. E III �+ �+ CONTACT.THIS ENGINEER FOR JPACINV WINDOW BUCK CASE HARDENED COIL 9": O1C WINDOWIDOOR/FASTENED METAL STRAP To 1x PT SEE NOTE6 NAIL 11/2":LONG. 'STAGGERED INTO MASONRY/GONG. MASONRYICONG REQUIREMENTS 'EXT. SWING DOOR (2) 3Aff-DIA "TAPCON" O/C 1 112" EMBED, 8" END. NON -BEARING WOOD 1Y2"' EXPANSION 24, O/C 4" EMBED. 4" END BUCK 2x PT SEE NOTE 6 NO WASHER FASTNER 78„ DIST., 1 112' EDGE DIST. WALL TO CONC. SLAB WI WASHER BOLT DIST,, Y EDGE DIST. 2x PT WINDOW BUCK C.13W RAF x 2118" 9"AIC A" END. DIST.,1 12' PT TO STEEL COL, SEE W/ WASHER STAGGERED EDGE DISC ' NOTES I, BE SPECS AND,/ OR NOA NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FR MING BUCKS SHALL AS PER MANUFACTURER'S 3.ALL FASCIA MATERIAL SHALL BE HAND FRAMED ii 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIF ED HEREIN i G MENT 5. FASTENER SPACING FOR THE BUCKS. SHALL BE THE STRICTER REQUIREOF THE NOA OR THE SPACING DETAILED ABOVE I ' 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1X.MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCLUNS OR. PAF TO THE SUBSTRATE. - f Reviewed for Code Compliance 91 Unwersal Engineering sciences ��ae„axrx AFRrC,H ­�CI STATE OF FL �0� 'OiA) Ti AAR- 0.9 2 VAICHAEL:C.-4Nb—EfSON ,AR N017.11115 p_ 54.€.i�...wr�t. i DATE: 5/21 SCALE: 1 /4"= V — 0" ,11 SHEET r„ Nli EXT SHEATHING ATTACHMENT Plan ling & Development Services Department Building & Regulations Division g Product Review Affidavit FL # Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design or APPROVAL REVISION DATE Pressure Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as 185 SH MI Window and Non Impact shown in elevations and installation details.For anchoring through frame into masonry (+38)/(-48) (+So)/( -So) FL17499.2 R8 10/08/2023 SH Window Doors / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum embed. Into substrate, Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use 1/4" MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ FL15353.2 RS 12/31/2024 Vertical. Mullion 5764 Doors n lm act N o p i 1" min. edge distance: Locate anchors as shown in installation details. (+38 ) � (48 ) (+48.1 / (-48.1 ) For anchoring through frame into wood framing or 2x buck use #10 wood,screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame'',into masonry MI Window and / concrete use 3/16" tapcons with sufficient lengthto achive a 1 1/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW Non Impact embed. Into substrate w/ min 21/2" edge distance, Locate anchors as shown in (+38) / (-48) (+60) / (-60) Doors installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1318" minimum embed. Into substrate, Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15332.2 R6 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Non Impact embed. Into substrate wJ min 2 1/2" edge distance. Locate anchors as shown in (+33) / (-41) (+48.2) / (-48.2) Doors installation details. i 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking, Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R6 12/31/2021 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (47) (+47) / (-47) door with transom ` FL16107.3 R13 (R14) 12/31/2038, Double Garage 11173 W6 Clopay N/A 3/8"x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (+29) / (-35) (+36) / (-42) PENDING APPROVAL Door 3/8"Simpson Titen heavy duty ;mew anchor with 1 1/8" 00 washer into', grout filled CMU with min. ember of 2 3/4", min. edge distance of 4" and min, end distance of 4". Double Garage Max fastener spacing of 20". 3j3"dia. X 3" long lag screws with 1" OD washers with a F L8248.11 R20 12/31/2023 Door (ALT) 8024 Wayne Dalton N/A 19/32" thread penetration into dry wood supporting structure, {+29) / (-35) (+34.4) / (-38.3) 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (R15) 12/31/2023, Double Garage Series 170-175, 177, 180- Overhead N/A and bracket location. 2 3/4' min edge distance. (+29) / (-35) (+34.4) / (-38.3) (PENDING APPROVAL) Door (ALT) 185,187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least,3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 fj1 12/31/2024 Roof dK0 SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL15216.1 R8 12/31/?023 Underlayment RhinoRoof U20 Interwrap N/A l FL5259.1 R32 - 12/23/2023 Underlayment PolysticklRXE - ' Polyglass USA' N/A Self adhesive 'g ,A (Alternate) fL17322.1 R7 12/31/2024 Underlayment Weathermaster 10o Atlas Raofi ng Corp N/A Self adhesive - - (Alternate) FL34546.1 R1 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive. (Alternate) R1 3/28J2023 Underlayment Weather Armor SB-1 Weather APQG N/A Self adhesive (Alternate) ,. FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A g 14 FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A ALTERNATE. FL33919.1 R1 12/31/2024 Soffit Variform Soffits PlyGem N/A install per manufacturers recommended requirements. +31.6 -38.8 ( ) / ( ) +157 ( ) Install per manufacturers recommended requirements. FL15272.1 R4 (RS) 12/31/2023, Soffit (Alt) T2 Alside N/A (+31.6) / (38.8) (+75)J (75) (APPROVAL PENDING) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A (+47) / (53) FL16293.1 Less than 6' span panel MFG. screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in R3 12/31/20Z1 Hurricane' Panels Z4 GAGE Hurricane Storm N/A concrete /masonry, 2 1/2' min. edge distance, 12" o/c max. spacing. Can be headed N/A + (45)/(-50) ' FL16293.1 6' span or more panel MFG. screw or all thread but with wing nuts. Wall Sheathing IRS 6J27/2021 ZipSystem y Huber N/A Install per manufacturers recommended requirements. N/A N/A FL17147.1 Sheathing James Hardie Install per manufacturers recommended requirements: " fL13192.2 R6 12/31/2023 Lap Siding CemplaRlE Building Products, N/A Inc - 'ESR 1336 N A requirements. Install er manufacturers P recommended Joists (2 Story. fL1392.1 R7 1 1 2055 / / Only) BCI CONTROL DATE 330.21 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngrou p.com, AA #: 0003325 W s I W 0 U W Q 2 o O � Z 0 W 0 h n e � q 0 J�L k �l•7'RI�I�r'�. T: ST .LUCL9_i COUNTY MASTER RA PPROJECT# MODEL- EX]PRESS SHINGLE r1,Q_AMAGE SWING: 1 A OE- I MPH EXP. C 1 �m l ARCHITECT: STATE OF FLORIDA C� MAR 3 0 2021 (� r? MCIHAEL C. ANDERSON G `t om AR NO 17305 03.30.21 'ZIIATE• i, SCALE:1/4„-t, 0„ SHEET P A IJ � r