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Home My WebLink AboutBuilding Plans1a, 51, 1 -4 ,�i'aS i�awy'ed?c {bat 9 z Am CRA2001i ® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY Al A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 672 1 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 DESIGN CRITERIA: -FLORIDA BUIIDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES . V,L7W. e , LIVING 16-12 SQ. FT. GARAGE 432 SQ. FT. ENTRT 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381b CU. FT. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE f:ONSTRUCTION BASED ON THE DRAWING SET. Tel= (321) 733-7092 Fax: (321) 733-7972 ABBREVIATIONS REVISIONS ABV. ABOVE LAV LAVATORY DATE DESCRIPTION 01/08/18 51D SET ISSUED A'C ADL AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MPDICINE CABINET OIA5/I5 201-1 F5C UPDATE ALT. ALTERNATE T-1TR. MAN[ EACTIJRER AL JP. AMPERAGE MIN. MINIMUM BD, BOARD M.T. METALTHRFSHOLD 01/29/18 51D SET REISSUED CL CAB. CFNTER LINE CABINET MTD. MTL MOUNTED METAL 0445118 FOOTING REVISION PER M. 5OLUES 02/22/19 PLAN MAINTENANCE CLG. CLR. CEILING CLEAR N.T.S. O.C. NO"I'IO SCALE ON CENTER 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR CPT. CPT. CARPET I- CARPET PE, P.B. PROPERTYIHBTON PUSH BUTTON 04/24AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON C.T. CERAMIC TILE PH. PHONE D. DBE.. DRYTR DOIIBLF PLY. PLYWD. PLATF PLYWOOD 04/24AS WISED HVAC VOLUMES ON SQFT CALC SCHEDULE D.G. DIA. DUAL GLAZED DIAMETER PR- P.T. PAIR PRESSURE TREATED 06/21/19 ADDED LED LIGHTS s KITCHEN t BATHROOMS PER MARK 50MO 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS 0I/0I/2I 2020 FBG UPDATE — DP. DR. DEEP DOOR R_A.G. REF_ RETCRN AIR GRILL REFRIGFRATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EAT DR F.A. EACH S.D- SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR, SHOWER FG.IFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL SLIDING PIN. FINISH SLGI,. SLIDING GLASS FT.R. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL -' FR_ DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA, GAUGE THK, THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.I 1. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER TO TOP OT SLAB GI, GLASS TYP. TYPICAL GY'P. BD. GYPSUM BOARD UN O) UNLF,SS NOTED — ILB- HOSE BIB OTHERWISE IT . HOLLOW CORE V.P. VAPOR PROOF HDR, HEADER W WASHFR HGT. OR HT HEIGHT W4 WITH INSUL. INSULATION WD- WOOD INT. INTERIOR WDW. WINDOW WH WATT' .R HEATER W.T. WROUGHT IRON INDEX OF DRAWINGS ARCHITECTURAL SHEET PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG WAl—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 S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SNl —DETAILS DESCRIPTION DESCRIPTION 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 A& 400� �„ Nc ZIE! ca NN1411 9, SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C r RCHrrECT-E OF FLORIDAMAR 0 9.2021 EL� C ANDERSON R NO 17305 rs jLA1% JL DATE: 03 04 21 SCALE: 1/4"=1'—O" 1 SHEET CI ENERAL NOTES I1. SREWORK TIMBER 1, RA T' HALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING RESIDENTIAL(FBCR) ALL WORK DONE UNDER THIS CONT C 5 CODE 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). ALL WOOD AND W D CONSTRUCTION S 00 CONS UC ION 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 1, HEREIN: FBCR 7TH EDITION (2020) UNO. 2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WOIRKING 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 HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBF IS Bi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o MAXIMUM DRY DENSITY DETERMINED AN CO C 0 95 /o U D S ETERM NED IN ACCORDANCE WITH ASTM D1557.2012 E1. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE N PLANS. SC U 0 S FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY,SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECWII NIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE R QUIPoED`CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON T E 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 PRO IDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'v9"BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC 40 SCHEDULE 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, NGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/4' PVC (SCHEDULE 40), INSULATED WITH'/z' AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/E GINEER. 10, 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 A GIVE G 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 FLUSH WITH GRADE 9. NO STRUCTURAL MEMBERS ARE TO BE C T FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. Y % i COUNTY BUILDING AND ZONING CODES. 6 NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, GARAGES AND C ORTS 7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR ER HEFT A. ENGINEERED FOR MIN. WIND LOAD LISTED ON COVER S E G , DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. I B. DETAIL TO BE SUPPLIED BY GARAGE�DOOR SUPPLIER 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS FBCR SECTION P2603.2 C, DETAIL TO BE ATTACHED TO PERMIT! PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES; BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIORWALL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS. FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING 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 DESIGN G THE ES GN PRESSURES SPECIFIED FOR TER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED PURPOSES SHALL NOT BE PERMITTED. OTHER WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENTA CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE , THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2 2 ( ) AS MODIFIED BY FBCR SOLID WOOD DOORS NOT LESS THAN 1318, INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301:2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-318 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 EX7ERIQR FINISHES 3. AS PER SECTION R302.5.2: DUCTS 1N THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATI G TOE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS F A MINIMUM N . 26 GAGE 0.48 MM SHEET STEEL 1 DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED0 0 ( ) IN. IGID � 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 OPENING INT THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. I 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATI IC AREA BY NOT 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703:7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE E. GARAGES BENEATH -INCH E ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS THAN GYPSUM X PSUM BOARD SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS ORE HAN 5 8 U VALENT. "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR-CEILjNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN G -INCH PSQM 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 e 4 SHALL BE INSTALLED PER ASTM•Cl063 -19a AND R703.7. HIRE 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 EMINDI t CEILINGS 1 EXTERIOR CEILING TO BE 1/2 GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED S ALLED PERPENDICULAR TO THE FR AMING 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) . I CONMUMN OBSERVATION CONSTRUCTION OBSERVATION SERVICES! CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA 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. mReviewed for Code C-+•nptiance umii is Engineering Saences iHRYP i^J I' I I f aF { 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 y, ') r, �I k- a I. �� 1 kI r r»7 �d I I ?{ I- I II I s PEZINT 03 04 21 DATE: / / SCAT-wh 1/4"=1'-0 CONTROL DATE: 12/10/20 (RM) 3) lr�l��kxl SROUND SNOW LOAD LUIND DESIGN SEISMIC DESIGN F CATAGORY SUBJECT TO DAMAGE FROM UJEA' INE TERMITEG WINTER DESIGN TEMPI ICE BARRIER UNDERTLAYMENT REQUIRED" FLIOOP �4A!All AIR FREEZING INDEX MEAN ANUAL TEMP. 5PEED61 (MPH) E4_F_ TOFl-Hlc EFFECT5k NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION l R302.9.1 THROUGH F5C Ill FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL M IN ACCORDANCE WITH SECTION F50 R302.10.1 TWROL43W FSC R302JOB 12'- 0 1-4101111 _811 2l 131-411 EXTERIOR MASONRY WALL 511l HEIGHTS IIIIIIIIII111 101-01 5RG. l SQ.FT. CALC.'S LIVING 1612 SQ. FT. GARAGE 432 80. FT. ENTRY 35 SQ. FT. LANAI Sib SQ. FT. TOTAL 2230 SQ. FT. A/C VOLUME 14381.6 CU. FT. (2) 3052-8HFSJ (2) 3052 - SH 15RG. 1 El Ch DE] — — — — — — — — — — — — -- Reviewed for Code Compliance Universal Engineering Sciences 0�, Fa7l \1 I �7111, 71 LANAI10 1 81-81 CLG. DINING ROOM BDRK#1 f .1 COMPONENT AND CLADDM WIND I OADS BAW WIND ISIMM FOR 3 SEOW GM 51-81 CLGIL 81-81 CLa oil X: 51-6 21 LtJ (2 3052-_ GABLE ROOF$ WALLS 171-611 3 31-1011 31-411 31-10 T- p. w,z L Ur < 0 i� 45- IT GREAT ROOM WJLC GABLE ROOFS 2(n to 0 kO Ui 15 HIP ROOFS 0301 El Fm 1,0: 1 k4m,- to man, 1 5bvve 75, mj. IN FIGURE R301,2(l) 81-81 CLG•COMPONENT AND CLADDtNG PReSSURE ZONES AI L 31 Oil oil ft P cp d) , 1 11 1 1 2X& I= El A) BDRK#3 cq BATH #1 10i 11D CII 11 ilk LAV. 01 5 ------ El SHU)R PANJ 3-SH 19. W1 ENCL. Ll C4 ��T Alr�TLJ r BIATH #2 1 ATTIC L _.4r.C;B5.rx__ J 3: 73 d) I— I r 2'-1311 AV. OND 0 (Vill I III BOLLARDBOLLARDWC. I AS Ill L — IR-16H PER BLDG. — — — — — — — — CODE V. FOYM GARAGE Bl-al CLGL 0-1511 2'-,4 3'-5 3068 W/ 36'X12' TRANS. M.T. BDRK#2 H5 UG. T ENTRY (2) 3052-SH EGRESS E [ILL -1 -- l Lill I illiii 01 TTM 11 il 2'-&" 0 4'- 4 O0-011 21-1311 111-011 51-411 3&"!, 511 Q93M MWIE ZONE 1801YPH WW NO REMAWS MD M FOOTAGE MIN. WINDOW 10 534/-4rp CRITERIA EXTERIOR SWING is 5 33/-43 DR, MIN CRITERIA .G.P. MIN. 5 31/-3eL41 CRITERIA 160-110 O.H.D. 112 5 28.2/-31.5 SOFFIT I 5 3"13/-41l BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. �1_ ,,�i.ILOOR PLAN i SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAC) LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0'(35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN;I3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO ISE EGRESS POINT WHEN THE HOME 1S SHUTTERED. - REFER TO.BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF: R- 13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED'BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING IkIFORMATION BELOW 16 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURZIR AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS Ill rjAr.=ll Z11l 1%il M. = iLl _V PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE a OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATES OVM NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. 194 HWY AIA, SUITE 301 NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigrigroup.corn 17 II H i3 r1iXJ]B1)1'V. WT: CREEKSIDE PHASE 2 LOT #12 A 04321.200/012R1 III MODEL• V 4EAB LL "1672-ARIA" DIM. VARIES GARAGE SWING: RIGHT PAGE: FLOOR PLAN Nk Nk 160 1, "PTI EXF% 0 ✓ �TIIV B 'T ARCHB-EC, SCALE: 1/2 11 -0 STATE OF,FLOPJD DBL. TOP T LATE MICHA��II�Es b. el AR NO 1730 PRINT 03/04/21 DATE: BAT. SCAV!: 1/4"=V-0" N A SCALE: 1/2'= 1'- 0' SHEET A 1ilNA1ZT SHINGLE FYPON E3KT11X11 OR EQUIVALENT 45 Nt 4' RAISED rYP.I BAND (TYP.) r 0'-0" FIN. FLR _ 1�6 V --- --- - ----- -- y 'S -a" 5LDG. LIST. EQ. FYPON LV12X24 OR EQUIVALENT II�III�I ICI ICI FRONT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103A 8'-8" BRG. HGT 4B I A 7YP.1 I II 0'-0° F-N. FLR. ^'IiN. 4" GRADE 1�6 I OFF RIDGE VENT RAISED BAND (TYP.) E3RCs. HGT. �— OPT. COACH L IGHT o0'-0" FIN. FLR. OFF RIDGE VENT 8'-8" BRG. HGT 0'-0" FIN. FLR. unwom Reviewed for Code Compliance bu Universal Engineering Sciences El ------------------ REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH BRCS. HGT. ---------------------------(j*0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH IJ OFF RIDGE VENT OFF RIDGE VENT 8'-8" BRG. HCsT.�8'-8" BRCS. HCsT. I1_01 8° I _� -0 I 4B A TYP. I 0'_0" FIN. FLR. _-- ------------------------------ -------- - --- - I I 0'-0' ='N. FLR. I. IN. 4° GRADE RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 8'-8" E3fRG- n11 )0'-0" FIN. f� 2' V-0' I I 11-41 I I I_ I I I LOUVER DETAIL A SCALE: 1/2 = -0' MODEL 1672-ARIA AREA OF ATTIC = 2318 SQ. FT. NET FREE VENTILATION AREA REQUIRED 11300 REQUIRED VENTILATION AREA = 2318 /300 7.73 SQ. FT. T73 = 1112.64 SQ. IN. MIN. REQUIRED VENTILATION IN = .4X 1112.64 UPPER PORTION OF ATTIC 445.056 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.23 TOTALf#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOF SOFFIT REQUIREC 63.58 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sLTRDIV. da LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 9 9 2021 MICHAEL C. ANDERSON AR NO 17305 DA ET 03/04/21 SCALE: 1/4"=1'-0" 1 SKEET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET OUTLET 7UIRED 110V OUTLET T SL SW TO ITCH GFI 110V OUTLET EQUIPED WAGg�ID FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER ! /4 SWITCH 4-WAY OPER r� WALL MOUNTED I� LIGHT CEILING LIGHT O LED CLG LIGHT O VF, LED VAPOR PROOF LIGHT O VF` VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN 1 GiM PER SQ. FT. VENT. FAN W/LIGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT RES WRAP ® LIGHT AROUN<7 AROUND (RECESSED) ® 4' FLUORESES CENT LIGHT 2-BULB WRAP AROUND (SURFACE MNT.) 2'FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT 0 PANEL METER TT. BACK -LIP SMOKE DETECTOR WAHARDWIRIE WALL MOINTED BATT. BACK-UP B SA. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE S/CO CARBON MONOXIDE SMOKE DETECTOR I� Ca OF NOT LEGS THEN 4' FROM WALL - PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210Y UNA. DISCONNECT SEE AHU ON THIS SHEET TELEVISION JACK CEILNG Box REQUIRED QJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING EI REQUIRED t0 BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS WCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT o LIGHT STRIP n n no 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.S. PUSH-BUTTON FOR CHIMES �-- USB PORT . • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMELIER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR ITH EDITION (2020) 4 NEC 21012 201-1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIST FBCR TTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONN• L ONSHALL WIRING MEEtI-IOD BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS Or FBCR TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR "ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER prar. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020 Tth EDITION R4041 OPT. r COACH '-------- LIGHT ELECTRICAL PLAN SCALE: 1/4' F 1'-0' 'ITER FIELD )ERIFY LOC. WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER:3 #1 C.uTH'Afl 1-#6Cu(G)in11iZ C.(DR '3-#210ALTHWN&1-#6Cu(G)in11/2" C: Wire Poie Bkr Description Watts Circuit Cir€uit 'Watts Description 6kr Pole Wire #12 1 _ 20 Exterior Receptacle GFI for TUG- 1200 1 2 Space #12 .. 20 Irrigation Pump 1D00 3 5 4 Space A/C C.U.-1. 30 2 #10 & 4680 Space 8 PANEL - A PANEL: 42 ert. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L:O. FEEDER 3- #1CuTHWN&1-#6Cu(G)in11/2"C (DR '3-#2/0ALTHWNI&1-#8Cu(G)in11/2"C. Wire Pole Bkr Oescrl tion Watts Circuit 1 Circuit Watts Description Bkr Pole Wire # 12 _ _ 20 Small Appliance 1500 1 2 8000 Range 50 2 :#6 # 12 _ _ 20 _ Microwave./.Hood GFI '800 3 4 #12 1 20 _ Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12 , 20 Refrigerator GFl 1500..... 7... 8 # 12 1 20 D ping Receptacles AFCI 1500 9 10 1200 Disposal: GFI 20 1 #12 #12. 1 20 Bath GFI Receptacles 1200 1 11 12 1500 Dlshvasher GFI 20 1 #12 #12 1 20 Foyer!: Hal l 7 Laundry AF Cl 1200 13 14 5000 Dryer GFI. 30. 2 #10 #14 1 - 15 Great Room;.. Lanai & Dining Lights AFCI 900. 15 16 Space.: 17 18 1500 Washer GFl.. 20. 1 #12'.. #14. 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Bed #Y2 & #31 Bath 42 AFCI 1200 21 22 1200 Garage Us & Receptacles. GFI 20 1 Spate 23 24 900 Owner's Suite AFCI 15 15 1 1 #14 #14. Space 25 26 900 Owners Bathroom AFCI -- Space 27 28 1000: E#eriarLights and Recpt. GFI 20 1 #12. Space 29 30 '1000 Imgationcontrols only 20. 1 #12. _ Space 311 :32 Space — Space 33 34 Space Space 35 37 36 Space _ Space 38 Space #8 2 35 AlC. AHU-1 (Heater . KVA at 65% 5120.. 39 40. Space... 41 42 Space Load subject to demand factor calculations !line 15400 2770D I Load subject to demand factor calculations l line Demand Factor Calculations: ABBREVIATIONS: AFCI ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI; GROUND FAULT INTERRUPTER Total Joao subject to demand factor 43100 First 1000D �vatts at 1001ih 10000 Remaining -.!att_3t 40% 13240 Total A/C load _ 91300 -.... 10% for future growth LOAD CALCULATION IS BASED ON WC NON -COINCIDENT LOAD Total Conne_tr.d Load Watfs 33040 Total Amps rwatts 1240 -roIts) 137.7 f _ I � I � a � I � � m I I LED LIGHTING L 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 FBCR TTH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY RECUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Universal Engineering Sciences LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 302/0 CU, THWN +PIG CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.ER (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP •J/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 6/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 4V MAW 2021 MICHAEL C. ERSON AR NO 17305 03/04/21 SCALE: 1/4"=1'-0" SHEET El R 6 F -El El 710 0 II I II j II I II j I I II II II a o 0 191_01 9i_111 101_71 tt v I I I I IV' II 1I1 Z OQ O I ❑ — --A We --- -, I 0 i��iii � _u 11 i y III III L V. 0 _I jlj i ii 36'x60' III i i HWR PAN ----y LAV. I W/ ENCL n II :3 I I d) I ---- J p AV. I OND o I I wc. o I N (V fI o ---- ----- ° ❑ ❑ ❑ 0 EE 0 ---- ------= 0 0 PLUMBING PLAN SCALE: 1/4 = I'-0' Reviewed for Code Compliance Universal Engineering Sciences KITCHEN SINK W/ AUTO VENT tU 1)We AAA I 3' ' I 2'- I 2, 11 3. co 3' 2' MAIN ,� CO (LEFT) 5 TO r MAIN (RIGHT ALTERNATE) PLUMBING RISER 94 HWY A1A; SUITE 301 DIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 Iri` ww.abdesigngroup:com AA #: 0003325 IX Ib 1 Mw. M# y j F al1 rl I j �.a i LLLn CREEKSIDE PHASE 2' LOT #12 l PROJECTS 04321.200 012R1 nsonEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: PLUMBING I PLAN ly 160 MPH EXP. C � ARCHITECT - STATE OF FLORIDA MICI� C.;ANDERSON AR CIA 17�10 fQYOzz DATE: 03/ � 04 `21 SCALE: 1/4"=1'-0" SHEET a HVAC PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Enn es giineering SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: HVAC PLAN 160 MPH EXP. C PRINT 2104 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET mI PER FLR PLAN IV 1/2' CLG_ 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX 0'-0. FIN. FLR 2X4 TOP PLATE PRE -FAE3 TRUSS 2X4 WOOD STUDS e24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETv SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON— BRG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE e 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD I/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' I/2' DRYWALL METAL STUDS 24' O.C. C_ 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF t WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TiLE FINISH SCREW WOOD BASEBOARD--, 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) ni) SCALE: 1/2'=1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE DIA. SLEEVE, O NOT CUT EBAR IPE� I BOND BEAM SOLID GROUT W/ (I)- S (2) COURSE CAULK AND REAL G.4S LME DO NOT CUT I k P/C SLEEYE FOR C.Ae LINE THE BOND a cm BEAM In' G'p. "L. DD. REBARS LO°D D4°� . -M 4: 2A)PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" - VATIo1N 0ixigy Y, 11 STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE 2x FASCIA PER tYfM- 2x FASCIA PER ELEVATIONS o.N. ELEVATIONS VENTED SOFFIT R-4.1 INSULATION ... VENTED SOFFIT WINDOW ATTACHMENT t AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. I/2' THICK 2 GOAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR — 0'-0' FIN. FLR _ d. <p .- W/ WINDOW OPENING TYP. WALL SECTION H B NO OPENING NOTE: PER SECTION FBCR 1305.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 5 1—STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT p� SCALE: 3/4'.r-O' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6�5-1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR c 0orpl1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE) 2x FASCIA PER J/ MAx- ELEVATIONS o. 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 -Jn m_ GAS LINE THRU BLOCK D1 SCALE: /11.Il-01 ,l-2X4 SPF 24' O.C- MAX.----, SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS -PRE-ENG WC). TRUSS PER ELEVATION CONT- 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F INSULATION R-VALUES PER 'ELEVATION rp 'GYPSUM BOARD OR I m' HIGH STRENGTH CLG. BOARD I \ R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE Aff STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.G. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT /— WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL - TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT G.ALV. STEEL APPROVAL REEL VERTICAL TRACK I' MIN. BY MAUF. SLIDE FASTENED TO ROOM BRACKETS W/ PRODUCT APPROVAL REG. e' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REG. SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS s GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE X5MTL. DRiP EDGE 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. ' PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 8 ' CMU 0'-0- FIN. FLR 8' CMU d 4 4 a . a: a. d n a.. e.. a 4 a < a A W WINDOW OPENING ��TYP. WALL SECTION L NO OPENING (__6_�1—STORY GABLE BLOCK WALL SCALE: 3/4' =1' -0' Reviewed for Code ED Compliance Universal Engineering Sciences Note: WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply With AAMA -111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type Of sealant. FI411d-applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 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 #12 PROJECT 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHRECT- STATE OF FLORIDA MAR 0 9 R21 M10iAEL C. ANDERSON AR NO 17305 J PRINT DATE: 03 04 21 SCALE: 1/4"=1'-0" SHEET TOP: 2X6 P.T. i CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X B' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2, X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 o❑��■:sl:l��l•C SECURE 2x4 ON—V FLAT TO ELK R W/ MASONRY 0 NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/1' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN 8' OFpTWE BTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT 1x4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" /�-,`IINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH ENp 4 18' OZ. MAX SPACING. 2)(6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 is' O.G. MAX SPACING. 2XS: ME= SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 Is' O.C. MAX SPACING. 0 L A 8' CMU I/2' DRYWALL F 1'X4' P.T. NAILER DOOR CASING LA DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1 2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCONS lMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH ENp 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MlIsL SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 8' CMU WITHIN 8' of EACH END ! 18' O.G. MAX SPACING. ❑ I/2' DRYWALL 2X8: I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS -I/16' O.52L X 4' MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" @WINDOW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CM 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. 2X8: SECURE TO BLOCK WK2) 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. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" e 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED 1/40) DOOR JAMB TO BLOCK +3" E 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X6: ME SECURE t0 BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2XS: MEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 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 e' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO B' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMIXAGTIIRFB MPTAII 8_ NOTE: 51-1I1-1 A5 NEEDED TV I'LUMD JAMB !DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" FNDOW TO +So' 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2)1/4' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING, 2X8: SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. _�J H 8' CMU 1/2' DRYWALL 4 I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CMEM SECURE TO BLOCK WR2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL ZX MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK I JN I 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER a 1' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" POOR FRAMING Reviewed for Code Compliance Universal Engineering buillA Sciences }' DRYWALL IX FURRING RIP 2XIC TO 8-T/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK �1EQUIREMENTS i Kra 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: MODE. "1672-ARIA" A GRAGE S WING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCH1IECT. STATE OF FLORIDA v MAR 0 9 2021 MICHAEL C. ANDEMON AR NO 17305 rs`ir'-1- DATE: 03 04 21 ' SCALE: 1/4"=1'-0" SHEET D 2 d NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES F REFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a 9' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED + 1' 01 MAX VERTICALLY 7 ;' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED +T' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/I6' ZIP SHEATHING SYSTEM (IINSTALLED PER s TO }" GAP I"IN. LATH SHALL NOT 6' ro e 6' TO 8' BE CONTINUOUS M'N MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL N \ CONTROL NT FALLS ON No7E: / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR\ STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) mJV4_15' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD + PT. A OL FOLD INWARD • PT. A 2. CREASE + PT. B O L FOLD INWARD • O I. FOLD INWARD • Fr. A PT, A 7. CREASE + PT. D 7. CREASE • Pr. D 3. CREASE • PT. C 3. CREASE • Pi. C 4. FOLD Pr. C OVER PT. B TILL PT. C TOUCFE8 BOTTOM FLANGE ® ®FOLD SHINGLE ROOFING—� DRIP EDGE: OVERLAP V. EXTEND 1/2' BELOW SHEATHMG, MECHANICALLY FASTEN 4' O.G. MAX FLANGE L WATER TIGHT SEAL. FOLD, QQ NQj cur. J' THICK, 3 COAT CEMENT PLASTER (FRA)'E), 1/7' 2 COAT CEMENT PLASTER (CMU) WRB LAYER 02, FORTIP15ER BUILD MG PAPER(FRAME ONLY) WRB LAYER xl, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILMG FLAME, STOP wRe B I JS' ABOVE SHINGLES (F7RAY"IE ONLY) FRA IM opt CMU EXTERIOR OIYfCAl1Al1 Al4FFB Sxb WALL FLASHING L-90 1117 `^ KICK -OUT FLASHING (SEE DETAIL) FASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM Or- b' a VERTICAL LAPS (ROLL ENDS) E 6' + HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE .r I' MIN. LAP u METAL LATH 1 LATH VERTICAL LAP TO BE I' ATH METAL L WRB LAYER *1, 77'� STUCCO WRAP I6" MIN PAPER LAP 6ELOW ONLY �BLAYER III UUIILLDING PAPER RTIFIBER/ APER LAP SCALE: 1 1/2'' I' -m' ® KIC KO UT DETAIL TIGHT SEAL (BEND OR R, DO NOT I' "IN LATk LAP. 4' OVER ALL LAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 1' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIF15ER BUILDING PAPER WI LAYER M, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM M,AN PECSALLED PER VERTICAL LATH & PAPER DETAIL WOOD STUD SHEATHING - NOTE SIDE LAPS OF METAL OR T/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANIA. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH OD415-I1,1. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9(2211 AS PER ASTM CI063. NOTE: YF LAP • LATH 3" LAP • PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL t STICK 7/1V ZIP SHEATHINGS SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHINGS OR CMU -WRB LAYER "i STUCCO WRAP (FRAME ONLY) " THICK, 3 COAT CEMENT PLASTER (FRAME), 1/211 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED z E7'I "L" TYPE CONTINUOUS GSALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT n WALL SHEATHINGS) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMEN NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS "L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER `x6 APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF ' SELF -ADHERING MEMBRANE FLASHING STEP "1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOUN N j Wx6' 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 SLASHING ERING MEMBRANE WI LAYER "I, STUCCO WRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER -..._.. - METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 41x4' 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.Y. FINISH (SEE TYP WALL SECTION) PER SECTION .7 ETdKIW kftrkg 411 PI T17 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. N TRATfON DETA I N NO I I1 . NO Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE FLANE (UJRB L>4�'ER 1*1, 5TUCCO WRAF) UJR5 LA*rER *2 CFORTIF-1 ER —.—.—'— —'- 5UILDING 1='A=ER) t' ITAL LATH X X X X STUCCO °...; °.. . WOOD OR /16" zIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: 1�1ETAL LATIH: LATH TO F3E FER SECTION R703-1-1 / AST1"I C-a.47-I4a, 1„IIN. 2.5 LE55. fi E R SCE. �rARD ( UT I L I T` - OR NOl„I INAL LATH DOES NOT 1„IEET SPECIFICATIONS) 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 #12 PROJECT# 04321.200 012R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 0 9 2021 MICHAEL C.-ANDERSON AR NO 17305 PRINT DATE: 03/ 04/ 21 SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER'(, STUCCO WRAP DRYER 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, Ya' CAULKING a JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEN11 DRAINAGE PLANE (WRS LATER 01, STUCCO WRAP) WRB LATER *2 (FORTIFIBER - - - - - - - - 5UILDING PAPER) METAL LATH( x—x=x—x STUCCO WOOD OR -1/16" ZIP WALL 5�-IEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 1-55. PER 5a. `r'ARD (UTILIT"I' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP E SIDFS FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN GONT. SEALANT) SEALANT TOP d SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER :UNDER 'QUICK FLASH' ELEG. METEF VERIFY LO F_ / NOTE: IF zIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.tS. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM /III 1. At ntI Irrll -)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEG. WIRE PENETRATES .,0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER "l, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH WOOD l/S' TEXTURED CONSTRUCTION —FINISH s WOOD FASTEN TO WOOD STRUCTURAL MEMBER a T O.G. MAX a' Grlu Y®' TO 14' MID -WALL WEEia SCREED `--6' WIDE STRIP SELF 4 ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING: rx, `x TEXTURED FINISH a MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMaRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *1 STEP #1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP &T f #3 f711 STEP #2 Reviewed for Code Compliance universal Engineering Sciences WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER STEP #-4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T FF F#E� DT P#6 ELECTRICAL RECIJPTACLE 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 #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: ST TE OF FLORIDA MAR 0. 9:,2021 MICHAEL-C. ANDERSON AR NO 17305 PRINT DATE: 030421 / / SCALE: 1/4"=1'-0" SHEET 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 0, g 2021 MICHAEL C. ANDER$ON AR NO 17305 PRINT 03 04 21 DATE: / SCALE: 1/4"=1'-0" SHEET \ 2x6 SUB -RAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL F� DRIP EDGE -1/8 TEXTURED FINISH e WOOD 1/2" TEXTURED FINISH Q GMU 1� I� I� I� I 1 I 1 2X6 SUS � 1\ METAL FASCIA 1 0 WRAP Ys" FROM 1 STUCCO, 1" FROM 1� WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \ \ \ SUB RAND ONLY \ \ ( )ELEVATION ROOF KICK OUT REMOVED �1 FOR CLARITY ROOF DECK (BEYOND) N DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) -1/8" TEXTURED FINISH / WOOD, 1/2" TEXTURED �/ FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB RAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH ® GMU METAL LATH WOOD SHEATHING :)R GMU WRS LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGt= METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE 1" IA1 PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-m" SCABBED TO TRUSS W/126 NAILS (o"-8" O.G. MAX. 2x SUB -BAND W/ly"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cam? WALL SUB BAND r DETAIL C9) WALL W /KICK -OUT rmWml Reviewed for Code Compliance Universal Engineering DAMON Sciences FRAME OR GMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -a ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il flx4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT Iff, ROOF EDGE 0111TTED FOR CI! ARITY 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHrFECT: STATE OF FLORIDA V - MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 raATE: saa.1 D03 04 21 SCALE: 1/4"=1'-0" SHE �ET � n C v A6 4 e Reviewed for Code � �s Compliance ,., .. 1 Unlver Engineering � z FOUNDATION NOTES sal 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR Sciences 38'_8„ COMPACTING REQUIREMENTS. � +_ i �- " �� 2fi -8 2. TOP OF FINISHED SLAB SHALL L BE 0'-0". 12 0 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED 4„ 10. g_g" 13 4 1 3 0" OTHERWISE. 4. REFERENCE ELEVATION +-U-0' SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 21.94 HWY A1A, SUITE 301 k TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS INDIAN HARBOUR BEACH, ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER I FLORIDA$2937 SERVICES. PH: 321-802-3591 ' rl EXTEND 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: � � rNww:abdeslgngroup.com SLAB 1 1/2" PROVIDE 1/2 FELT PAPER AT THE JOINT. 5. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL Id =s AA#:0003325 171- FM-12X1 FM-12X18 3 8.R EEIARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. t 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE 4" CONC. CID 1 1.1 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS N SLAB ro 1.1 I AND WITH THE MANUFACTURES SPECIFICATIONS. I� - rn i o x 10: SEE ARCHITECTURAL DRAWINGS FOR'WALKWAYSLAB LAYOUT w - � - 1-, roi+ N ao ar -' I R ■INDI ATES #7 BAR VERTICAL i - 1/2"co 1 LGINDICATES #5 BAR VINDICATES #6 BA C 1�. 3O cO � � � � REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF: BARS SHALL BE rn F-24X24 T-2" 6'-4' 2'-6" I HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACf STANDARD 900 - HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 0 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5' 10 kl E CONTINUOUS. 3 0" #fi 36" AND REINFORCING SHALL B C 1.1 r 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL �(`I FM-12X18 I REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE 1 I SOIL BEARING CAPACITY OF 2;000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS r3 1.1 BEEN DELETED UNLESS NOTED OTHERWISE 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS E OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION � 4 � Ya && C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS i (] I 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602 1fi, BUILDING COD E 0, 0,, Ct I REQUIREMENTS FOR MASONRY STRUCTURES0216 DUTHE S USING: COMMENTARY. mM 2N0 ORPS CONSTRUCTION TY ET M' ORIOS" { 3 - I SHALL BE IN ACCORDANCE WITH TMS 402/6z o SOOP OF 1" PVC CHASE °O MORTAR, ASTM C476 GROUT (3000PSI), UNITS LAID IN RUNNING BOND. ' �'- - x, u 1 °r I i�FOR ELEC. @ N 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER. s OF SLAB. SUPPORTED SE PAN FOR WWM SIZE. 3'-0" O/C MAX E L n ISLAND ,1 INSPECTOR NOTE: 1 M 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING n IEl CODE; RESIDENTIAL,7th EDITION �\ 00 a 0 CIDCq III �L na j n `a :• LABS REDUCE a n S REINF REMARKS n SL AB THICKNES ' 6x6 W1:4xW1 A OVER 4 „ v 19'-01, 190, C9 GENERAL 3 1/2" 6MIL VAPOR COMPACTED FILL CID LO El �Fy 2 ? :, FOOTING SCHEDULE O PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY_�DIV I+ `� 4" PVC r MARK WIDTH LENGTH THICKNESS BOTTOM REIN TOP REINF T.O.F. ExTEND ,CHASE. SHORT LONG CREEKSIDE SLAB 1 1/2" TE-1 FM-12x18 12" CONTINUOUS 18" (2) #5's (+)0'-0" PHASE ,2 j FMC-12x18 12" CONTINUOUS 18" (MR 5's #5 IN CURB VARIES F-24x24 24 24" 12" (2) #5's (2 #5's (-)0"-4" LOT # 12 -5 1/2" �:v 4" CONC. FM-12x12 12" CONTINUOUS 12 (2)#5's (-)0-4" N SE PLAN 8" 1 #5's - _ _ P ROJECT SLAB TE-1 8 E O O0 0 ' II 04321.200 012R1 5 MODEL• „ ,., 2' 4 T 4EAB ao ; 18"-0' 2'_8" 1 T_8' � n >> SLAB 1672- ARIA ;? I I 3'_6" GARAGE SWING: ' 1 r X RIGHT r I I PAGE: wCIDN 11 ~ I Lu a I SECURE A/C SIMPS❑N WB EXTEND O STRAP TO UNIT ROLL STRAP ❑R FOUNDATION J 2 CONC. W/ EQUAL @ EACH FM-12X18 SLAB 1 112' a 11 (2)-3/16 x2 PLAN 7 co TAP -CONS CORNER OF UNIT 14'CONC. TLLI �� N I SLAB Lou Wl� s" �� 160 MPH EXF'. I 3,1/2' a1 N 3' 5" 5 C❑NC, SECURE STRAP T❑ SLAB UNITS W/ (2) #8x1 ' J I I 2 I SC WSSHT MTL ARCHITECT• 3: 1 °° 1., 7 vz' FMc-1zx1a SCREWS STATE -OF FLORIDA 1 1.1 FMC- 4 4 1.1 12X18 1.1 FM-12X18 1.1 FM-12 18 1 J ,r -----,zx,2 ----- A/C CONNECTION - o TO PAD DETAIL, _ 8._6, 2 6 2.0. 4.4 2.0 16'-0" 2'-8 11'-01, 8'-4" 19'4" 38' 8' MICHAEL C ANDEI 'I 41'^~ 03 04 21 . DATE: 8CAT FOUNDATION PLANLLr. ,�IiEET SCA 1/4 1,_0„ Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q M5 U 00 J c O (an Z 8" CMU WALL o co ° e P , SEE SLAB SCHEDULE EXT. PORCH SLAB d• " ' ,. . 4" CHAMFE,dy (1-STORY) W/ 1/2" ISOLATION 6" CHAMFERi (2-STORY) JOINT (WHERE -. •! APPLICABLE) z SEE SCHEDULE FOR WXD, BAR SIZE 04 AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" r,,-'�\EXTE'RIOR MONO —FOOTING ' / SCALE:3/4"=V-0" BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — 2'I CAPPED GALVANIZED PIPE V- /FLANGE @ BASE 0 Cl) SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOC WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING INGLE BTM. PLATE TO BE PT. ?[SEE E B . PLATE TO PROVIDE DBL. TOP PLAT / d MASONRY NAIL TAGGERED. ONALMETAL CTORS NOT RED WHEN NO IS PRESENT. LAB SCHEDULE O,_ o,_o., TOP OF SLAB d' e: � a r • ° SEE SCHEDULE FOR WXD, BAR SIZE r " D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE:3/4"=V-0" NO NLIFT) Z ° ., STEEL REINFORCING IN GROUTED Q d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Cil- M U W va [if a �.. O 8' CMU WALL o - Z +_ 0'-0" . • . TOP OF SLAB ems. Tom^ a ~�✓� M ° VARIES ° e SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4"CHAMFER (1-STORY) Il W/ 1/2" ISOLATION a ` 6" CHAMFER (2-STORY JOINT (WHERE • ° SEE SCHEDULE APPLICABLE) 4' FOR WXD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO —FOOTING 2i GARAGE R A G C SCALE: 3/4"=1'-0" W LLJ I j can NEW REINF. BAR O a SECURED W/2-PART a Q EPDXY. MIN. EMBED Q 8", LINO Q p FOLLOW ALL MANF. � SPECIFICATIONS FOR ¢ l USE AND F oo „ PREPARATION OF V` "t HOLE. Z W J O Q 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" I I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 1 301, MIN. EACH WAY MONOLITHIC FOOTING rT- v e -. . p • Ov7.. • >v . f p. �.� v ��•,'-ram P. Lvi p FM P . CORNER BARS, SAME SIZE AS LARGER BAR ell IN FOUNDATION WITH 30" LEG EACH a WAY AT ALL CHANGES IN DIRECTIONS ..> p SO THAT THE STEEL REINFIS CONTINUOUS „•l MATCH AMOUNT OF CONTINUOUS BARS Lu- CONTINUOUS STEEL MONOLITHIC • • FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=1'-0" 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 PL S FOR SPACING. SINGLE BT LATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 — BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOL'FS, DO NOT USE 10d x 3' VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO NG E R . PLATE TO SLAB W/ ( 1/ "x DGE ANCHOR W/ 2" R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN @ 16" OC AX _W 0 SEE SLAB SCHEDULE Q ° e d ° r e a .e •f a•° EQ. EQ. ��SEE SCH ULE OR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=V-0" (W/ U P LI F Q a Q 00 m y p o 8" CMU POURED LINTEL CONT (tYP.) + 0 0 p'. 8 CMU FILLED CELL (TYP.) " TOP OF SLAB le f ° 2X WALL FRAMING f SLAB SCHEDULE i� �... 1/2" DIA. SIMPSON STB2 BOLTS 5" };'. MINIMUM EMBEDMENT INTO = ISOLATED COLUMN PAD GROUTED CELL 4" FROM ENDS AND 9Co CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX — POURED MONOLITHICALLY WITH --.— • FOUNDATION AND SLAB SEE SCH ULE • • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO — INTERIOR FRAME BRG WALL TO OOTING AND COL. P O BLOCK WALL CONNEGTION SCA 1'-0" RECESS AROUND GARAGE r�DOOR OPENING LAP TOP PLATE AMIN OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD SEARING WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING - SECURE BT PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT: [—SEE SLAB SCHEDULE FOR NRY SET EV: a TOP OF SLAB 4J4 =AND ULE SIZE NTITY $ INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4'=1'-0„' (NO UPLIFT) Reviewed for Code Compliance Universal Engineering, Sciences 2194 HWY'A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591- www. a bd es i gnigrou p. co m AA # 0003325 OEM 1111111111111R%wmrm� 11 Ff p 7 I 6u� s I f s �i �� ve a �� 4, wa .mac N a y sv$Dry & X.OT, CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200/012R1 MODEr� 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MICHAEL-C. MDERSON AR NO 17305 PRINT DATE: 03 04 21 " SCAr°E:1/4' -0 SHEET IS 1 e 1 s >� a a 9 $,-10" DOWEL PLAN SCALE; 1l4" = V-0" Reviewed for Code Compliance Universal Engineering Sciences nn , 17'-0„ SVBDIV. -LOT. CREEKSIDE� PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672—ARIA"Ji GARAGE SWING: RIGHT PAGE: >d DOWEL PLAN y 160 MPH EXP. j mmmmmmmm ARCHITECT: STATE OF FLORIDA / 1 � � y MAR 0 9/im, MICHAEi ,4fVI EFWN AR NCr V3IM ` PRINT'°' DATE: 03/04/21 SCAT 1/4"=1'-0" SHEET SIm' F• r Z ry 0 U TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM e d a ' I e e- HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN- FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL ° d ° SEE SLAB SCHEDULE x q > F ° 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) z ° -MATCH STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" PVC CHASE &HRU FOOTING SCALE: 3/4"=1'-0" Ivl! 1 l 1 l J 1 LLu REINFORCEMENT PER SCHEDULE NG CMU Q UNIT DIMENSIONS ARE NOMINAL SIZES OMASONRY SYMBOLS 3 SCALE:3/4"=1'-0" 1pReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA MAR 0 y 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 214 0 DATE: 03 / / SCALE: 1 /4"=1' — 0" SHEET s1°2A c FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TOITRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. I 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'-0'1', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK I (D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM I B.O.L. =BOTTOM OF LINTEL I T.O.A. =TOP OF ARCH/ T.O. -TIPOFSLAB ABBREVIATIONS E.E. = EACH END, P/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT I REINFORCEMENT STIRRUPS MARK DESCRIPTION fc (psi) SIZE W'xH' REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 NIA ROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T10M/0B 8F 16-1 T/0M/0B 8F 16-1 T/0M/0B 177, '10 co C) ii (6 Reviewed forCode IL I A Compliance ffN&41 Universal Engineering 111i Sciences NWMMNEMIM�' SUB3DIV. & LOT-"''"' CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200/012R1 MODEL: 4EAB 1672-ARIA" GARAGE SWING. RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR41121 MICHAEL C.- ANDERSON AR NO 17305 PRINT DATE: 03/04/21 SCALE: 1 /4"=1' - 0" SHEET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK OPEN FACE SHELL SO J AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM 30" TYPI$AL #5 BAR IN BOND BEAN{ CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" $ DBL. BOND BEAM 4 AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 701, Z� 0 05 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACIHOOK CORNER BARS AT CORNER STEP +� SCALE: 314"=V-0" 6 SINGLE MULTIPLE OPENINGS PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTIL. 0 LE REINF. BAR(S , 3ROUTS BENEATH NOTES TO THE'INSPECTOR/CONTRACTOR TYP.8"x8" _� 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \� PLACE STEEL HEIGHT REINFORCING (L2) 4 THE LAST COURSE WILL BE: A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST \ \� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP 8"x16" co FLP\ 5 SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 0 o / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE o / TOP OF THE LINTEL. I' gI, / A\� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. • OQ \�G 8x8 BOND BEAM • G� W/ (1) #5 BAR OF F = FILLED W/ GROUT U = UNFILLED GROUT SOLIDFR NOMINAL LINTEL TO TOP BEAM COURSEE WIDTH # OF #5'S, IN BOND BEAM, IF FILLED 8x8 NOMINAL�� 6- T/ M /O B LINTEL. PRECAST C( LINTEL-C S #5I QQ� HEIGHT LENGTH OF BAR # OF #5 S, TOP OPENING - 2" IT IS THIS ENGINEER'S INTENT BOND BEAM. COURSE. OR THAT XFXX — 1T11M/0B INDICATES A DOUBLE BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE —CAST C( AND XFXX - 1TIOM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL., W/O STE IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL —.. _....._. AND XUXX - 1TIOMI0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 A TAPCON OR DRIVE PIN (MIN �Inllml�— SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 PRE -CAST WINDOW SILL LOPE TYPICAL MASONRY WINDOW SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL ,I STEEL REINF OF BOND. BEAM �1 STEEL REINF OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"= 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1B" O.C. MAX MIN 1-1/4 EMBEDMENT Reviewed for Coae Compliance Universal Engineering 91 Sciences TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN 2-12d PER BLK. EA. END EMBEDMENT V/7/16" OSB SHEATHING CMU WALL r� ARCHWAY FRAMING DETAIL 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0001125 s I s II < s 1 +; Pa �I r( sI I F r IN a A aA I r �I s rt 1, x. 0 � CREEKSIDE =I PHASE 2 $' LOT #12 PROJECT# 04321.200 012R1 [1 MODEI. 4EAD a "1672—ARIA" !GARAGE SWING: RIGHT PAGE: DETAILS i 160 MPH EXP. I ARCHITECT2 "TATE OF FLORIDA �R_ . &21 ( �i�it:HAEt�G: N AR NO 17SIX r4 PRINT DATE: 03 04 21 Ixil� SCALE: 1 /4"-1' — 0" SHEET S2e1 91 Reviewed for Code Compliance Universal Engineering Sciences "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 17 S:-\FE LATERAL LOADS FOR �] SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 1 SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8I8.OB 16-1T/OB ttros ttroB ttros 2-ttroB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 1T 8116-1T 6na1T MA -IT ena-1T 8►32-IT 8/8-2T 8J16.2T 8/20-2T 8124-2T 8/26-2T 8/32-2T 8l&1B 18-1THB 1THB 1THB 8-1THB -iTHB 3'$" PRECAST 1436 952 3114 42W 5321 6426 7531 3'$" PRECAST 689 1024 T-W PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5283 6132 7001 2465 6113 6385 7708 9031 10000 N-0" PRECAST 1065 700 2305 3125 3945 4765 5567 4'-0" PRECAST 514 1 763 4'-0" PRECAST 1363 3080 3815 4570 5325 8079 1363 SIM 3815 4670 5325 6079 1961 1 0113 7192 6524 7627 8751 4'$" PRECAST 819 533 1710 2400 3033 3686 4300 N-60 PRECAST 398 591 4'4r PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 1625 5743 7547 6752 e541 7505 6-4w PRECAST 931 1247 1999 25M 3123 36M 4249 6-4" PRECAST 411 411 V-4" PRECAST _ 1016 1e06 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 1319 4480 7198 7342 5780 e259 V-10" PRECAST 817 1024 1631 2090 2549 3009 3470 T-10" PRECAST 340 339 5'-100 PRECAST _ 909 1499 1971 2443 2915 3387 929 2080 1 2593 3107 3620 4133 11e1 3693 5877 e036 6548 5776 61$" PRECAST 692 1139 3227 3031 3707 4383 Wei 6,$" PRECAST 410 721 6'$" PRECAST 835 1201 1578 1955 2332 2709 en 1868 2329 2790 3251 3712 1139 3227 4N8 7054 10000 em T-6" PRECAST 570 938 2498 2205 2696 3191 3885 7$'" PRECAST 303 534 I 7'$" PRECAST 716 900 1181 1462 1743 2025 727 IVA 2025 2426 2827 32M 9381 2498 34M 4864 7067 6472 9'-4" PRECAST 428 on150 2204 2481 2818 2821 91-4" PRECAST 192 384 91-4" PRECAST 454 586 767 90 1129 1310 6N 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 101$" PRECAST 388 487 1247 1767 1904 2163 2028 101$" PRECAST 151 301 101-W PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 550 1407 1897 2781 3222 3784 1 V-4w PRECAST 330 5" 1312 1742 =52 2868 36M 1 V-4" PRECAST 132 417 11'4" PRECAST 430 406 530 B53 m 872 466 1042 1372 1643 1470 1710 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 440 940 7300 1560 1374 7476 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 IY-40 PRECAST 82 298 13'-4" PRECAST 308 393 484 575 645 414 1045 1385 1732 2316 2605 390 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 976 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 378 717 961 1192 975 1133 390 978 1272 1608 1950 2389 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 626 746 865 246 980 1237 1474 1715 458 1079 1429 1824 22n 2712 15'�" PRESTRESSED N.R. NR NR NR NR NR NR 1640 PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 387 464 574 ON 793 412 1014 1340 1703 2116 2513 230 616 908 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 1TA" PRESTRESSED N.R. 183 17'4" PRESTRESSED 187 326 385 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19' PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19,40 PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1718 lee 429 623 803 950 1098 21'�" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 12 219 381r 597 180 598 833 low lies 1466 537 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 221-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 no 359 497 137 358 513 859900 165 550 784 992 1203 138124'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 418 1n 450 654 824 10 44 1147 124 319 40 01793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT,'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672—ARIA" GARAGE SVnNG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR o 9 2021 MICHAEL O ANDERSON L NR NO T7S05 Jmmeor DATE- 03/04/21 SCALE: 1/4"=1'-0" SHEET LS 2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: I SIMPSON LTA2 W/ (8) 10d x 1 1/2 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2 HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE: 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. a 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARI G (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEN ATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT,I X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16"O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. ' 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUALTRUSSWEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. I 1 TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM CHORD (MIN.) I 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS ANp COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3: TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ENDJACK. :REAPPLICAI IRIAILO -UK CAUI'1 CHORD CONNECTION _ BOTTOM CHORD BRACING 0 END FOR EACH CHORD CONNECTION /\ nTSSTMTT,AR BOTTOM CHORD BRACING ® MID RUN corvNFCIOR scHfOULE CONTROL.DUCTE: NIMiTek JSP SIMPSON M1ek J5P SI'vIPSG. OES LICIT C.1", DES. UPLIFT GRAVIIY FASTENER FASTENER HTP 161E FUSS METMI6 1450 (8)JOEX11/2" I PLY, (7)IW 2 PLY, EMBED4' (8)IN K 11/21-PLY,(6) INS 2 PLY. EMBEDI' FBI 121 ETA lbIB 2430 24MISIL (2)ME6 (1)MEia 16 IS. 19 &5 (12)111 x I VY' -PLY EMBEDC' 'Mal lld 11/2"1HEN FUEL'4' (101 fad X 11/2',(8). IN 3RLY EMBE"<" (9)Ild 1/2' 1-PLY, 2W2PLY, EMBEDI" IOTA 20 1070 NE(A-20 ]BID I10)IN 11/2 (8) ]Ed 2-PLYf MBE04" (9Ji0 ]t/]'1.PLV, (016tl2 PLY,FM0E0a" (2)HTA-20 2430 (2)HETP20 2035 (12)0tl 11/2 1�PlV,fMBED4 �I1011Ud lDd 31/2"]-P LY,EMtl[Ud 2$W (12). 2-PLY EM BE04" (1216d2-PLY, EMBED4' LUGT-2 IIS5 lGT-2 IB85 BLK(SI f014 3 W dga'OR*A M1 I:S,W000(Ifi)lOd (i) 1/4 21/4"IIiE N, WC00(IF)]ad LUGTw3 USED EGT3-SD525 14P11 CON-1HN3/0"%5'WeEE. .RAM ory WCOD(321 W525 ,(12)SM1/4 x3' TO G I RDFR (43/8'x5'TNFNHD. WALL iiiMU6T15r DHTA�20 HUGi2♦ XJGI'3i 2430 3W5 9575 NEED INGI DFTAL-20 MGT♦ HGT-2♦ II 24M HERS 1W9U 1D690._ (16) - IN X 1 112, 1 BUY AUFFEATE USE OF(2). 112a ACCFPTPBLF ill 5/9'ATR IY EIGHSTRENGTH EPDXY (MIN. 12"EMBfU). (221Dtl TO WOOD) WCODUNITTMASONYYF2)Vd AIR WOOD NU Old, MASON BY (2) 3/4"A.T.R 119) - IN x 11/2, 1 PLYALTfNNATE USE DF(2 XfiP (1) AIR A F.D. IN HIGHSTEP MOTH BECKY(MIN I2"EMBED)(22) (2)3/4 AIR.IN HIH IS EPOKY (MIN I]"EMBED), 0)3/4AT.R.IN FIG HSETS NGTH EFLUX IMIN I2 20ACCERABIE 1M TO WOOD (16) IN TO MUSE) EMBfD)(16 IN TO WORD LPTA 1510 PARALEELTO WALL la]O PERPFNDICUWRTO WALL LTa2 121. PARALLELTOWALL 1210 PERPLNDI WALL CO4RTO (10)IN x11/2" (30)10tl x1-]/2" MUGI'IS HUGT 394E 9575 VGI (2)MGi a940. ]185 (1)5(0°AiR. IN XIGX GORE NGTF fPO%VIMIN.12"EMBf01.(d)lOtl TO P/(fi)10d FACE/(12)lOd BAIXOFTR114 (2)5/8-ATRINXIGHSTRENGTHEPO%Y(MIN. 12p EMBEO),(8)]pl (1)5/8A.i. R.INXIGM STRENGTH fPO MIN %Y (. 12 (2)5,1E. IN HIGH STRENGTH EPo%Y(MIN, 12 MBED), (16)$W I/4"x3' NEED), OKISM 1/4''" NOW 12 %s M¢12 BAD ' U41 IDd K 1112 ,(14)I (111 IN .In FEW Ifi FUSS HIS l6 LEND 116)IN X 11/2',(16)IN 1161Bad %l In' HTW20 13ss HIS-20 Lela !24.) INS x l In (20)1W (241 B0d XI In. NTW24 FUSS HIS 24 1111 (24) Old X 1112.rz01 IN (24110d x11n• LSTA 12» IDD LSTA-I2» 925 U%l08 - (OFF IN LSTA 111» IBIS LSTP Itl» 1235 '(14) 10d (III 1M MSTA 19 1310 MSTA-IB» 1315 (14) 10d OU)I.1 MSTA24 LIEU MSI P.24» 1640 (]B/]ad NETIN y MST 30 2D65 META 30IF BE. (22)1Gtl (2611. MSTF36u 2W5 MSTA-36H, BOBO (2611M 12611M `�Csjl %STI23fi BYRD PREFER I.. PER IOU X1]/2" (36110d X1112" G Sim 11➢5 M6G-08 50M (PI CAN %1112 (48) 3Od %1In L RA6I a N6 I056 (]6)Sd, I In',,(I6)Sd) HE) AN TO PER I ES, Da Ed TU 5TUERS 4 BJs s9n AGE (6)]Od TO STUDS (6) TO PLATEn2 (6) BIG x 1 lTOSETDS LIN G4 3a ]S FIMIW% A30 4. (a)Bd411/2" TO BEAM, RRB]xl In"TONCiT. III 9d x I In' TO BEAM HNII li/2"TONsr HC1RTI6A 680 HCP2 590 (]0)ladxI In' FOIBLES.(30) 1M%] In-TOPIPOE (12)led %I In MUG➢5&PH WP MUGT23&PHMA PAU4d ]020 a]]3 41J5 2533 -H]OA 6779 vGTd&HDW VGT&HDIB Ed,, M2 1000 4940 4940 23M 7750Ill) (910dx 11/2' TO TRUSS, IB) IN XI 1/2"TOPUTE II.)Idd TO TRUSS,(]01.13 WOOD SCREWSTOPoSTW/5/8"THRFADEDROD (20)1OR TO TRUSS(101 W53 WOO. SCRfW5TOPo5TWf5/B"TNIIEpOEDftOD 5/'A.T.R. I N H ION STRENGTH EPDXY, (MIN, 2 EMBEDI IN CONIC, (12) I6d TO WOOD (1830tl %]1/2" (1615.1 I/B'x8'i0 W00D µ0)505 ]/4"%21/2' (]fi 3D51/d"x3"iOWOOD 3)3/d SNDBOLTS (115/9 A T.R. IN H IGH STRL HEPDXY, IMINI /iNREAD!'q R00 (2J NLIT$IWPSXfW2 PLV /I HAfAOPO ROD (2)NUiS/WASHER/2PLY. MFFD)INL'ON L WOOD - ' PAUW' 2a55 1600 ABU 66Z 21W. IU05 I,)5/0iI'A T R. IN HIGH STRENGTH EPDXY, [MIN, 2' EMBED) IN CONE,(12NEd TO WOOD I1)5/9"ATR. IN HIGH SFRFMGTH EPO%Y,(MINTkMBE.)IN (L)))6tl CONC,I1])IEtl TO WOCD LISIq,y.. 120E LET' I- ]330 (1)3/4"Ai.R.IN XIGXS'TRENGTX EPDXY, HALL T EMBEDI IN CONC, FRIOLd TO WOOD (113/4" AT R1 IN HIGH STRENGTH EPDXY, I MIN 2 BIBLE IN GONG (0)1d TO WOOD LTS20B 4+r 11. LTT20B»X 1500 11)3/4'ATT. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED] IN DOW, 001103 x 1-1/2 TO MOD - (1)1/2A.T.R. IN HIGH STRENGTH UNDO, (MIN. D 1MBfD 1 INCQNC,(1011N TO WOOD H145 4160 HTI4 4455 (1)5/9"A.T.R. IN HIGH STRENGTH fPO%YIMIN.J" EMBED) INCCNC.,lIB1 L&I%21/2" I'll, P.I.R.IN HIGX STRENGTH EPOT?(MIN T E BEO,)IN�NC.,(26)]6tl HII45 SVUS MORTY HSTRENGTHH e" A.T.R. IN HIGH STRENGTH EPDXY (MIN ]f BED)GGGW.,IM)16d X2In" UPHDII+ 1431E ry Doll 5W 25. I1810 EPDXY.(MIN'III EMBEDIINOGNC.1(2411WS3W000SCREWS (1)1/BA TU IN HIGH 1 AT. R. IN HIGH STRENGTH EPDXY, MIN ]0 (1)1/' ( EMBED) CONC (24)SIGN x2�Ai MYDSCREWS VHOSA. 6i2'3 HDJB MBHA 356/1125" 66a5 3475 (115/7)'A.B.IN XIGH ST R ENGTH FPO%Y,(MINT' EMBEDENCONC(14)W53WCODSCREWS (1)J/B A. B.IN HIGH STRENGTH TPfI%V (MINJ NflED)IN NC,I3)3/45ND BOLTSTOW00D Bi30 (12/S'A.B.IN Ill In DYNA HIGH STRENGTH FPO%Y.IMIN>'EMSEO)MCDNC. I3p/B STUDBOLTSIT)MON' FAOLTW MINVEMBED&NOT LE5STHAN4"FROMEDGEOFCOYCW/3/A" DIA1lINRAMSR/Rf DIIEAO OLT SLEEVE ANCHOR OR fO W/MIN i" EMBFDINSWDE. IN FACE. N4IEW DEEPEST l)3/4" A.TR IN HIGH STRENGTH EPDXY, (MIN 67 EPO%Y,(,Ml%6.JS"FMBEDMENi)INC M.0. FACE -. - EMBfDM Nif INL MU iOP (1)9/C AT7RINHGHSTREPI6TH. ]81llk TO FAM TD%8 NFM35%12N 'BID 25W 1130 HUS4121F EDUENF(CMU SIDES I950 "I"OW361 FEES." (WOOI3) HU"' MJ1I 3435 IN. 2543 OLLAO 311111125% trAW , (10)16tl 11111/ M* TO NfPDFR.IIU)1Etl iO WOOD 3 WEI ECRfW5(IG 1. 1. AUSP(GWP(" TPPPfFNIRFlCd TOMBD 6" 10 ) ( ]6tl TO HEAOER, 101Gd TO WOOD (18]/423�4..11TfNI4VFNFEANGE TOCMV( IOtl TO VJWD'. 3335 (]25%) 30M P02]021f ICMU) 1950 30W HuczlOa (LMU1 ]B00 BMW (19)1/,a WOQtl 3 wsa SLnfws,(iD)1trI rO USP(2.)3/16"'TAPPfRI'. (10)]OCTO WOOD 110)1/4x2-3/4"TITEY I9 PER NGRI IOCMu(0110d TOtDDD P0210-I1' CM U) 2111 5015 NVC2103 (CMU) IBM 4'IW (IB�ly1a W'OOIJ.USP120)3/16"" x3"WS1 SCRfWS,(It) D. T5 TAPPEIN,11FIOVILMOD Cg I4S2-3/4"TIfFN 9PER FLAN6f)TOCMLI110tl I ) / T04 U'. L(UM26�2 2125 EBEN LOUM26.250 1430 3595 MFn Xa'Wedge�Eol(x AnchoN, WOOD 14) WES WOOD KREW5 413/8ea TITENHDA NCHORS(111E1PNGEIT UNN 1411I %21/25DS SCREWS TOWDJD 1A A Reviewed for Code Compliance Universal Engineering ,�, Sciences 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON M GO NAILS 8, SECURE TO BM, W/ SIMPSON LTA2 USED TO n y v BRACE TOP OF WALL. v b Z�A CJ1 "�. (I I Ih III III III I EJ7 a CJ1 CJ3 uW 11 n w I I 111111 11 a 11 11 11 11 11 n 11 11 II = CJ3 - _x- II I 1 C I I I II o II II II II II II II II ATTACH 4'-0" LONG 2x SCAB TO II II TRUSS W! 10d NAILS @ 6" O.C. n n n u -_= CJ5 ( 1 I I M EA. END) ( 4I. FROM GT A10G j 1A I xa� A8 - ( X 9 I A5 4= C1 O p 1 a9 O m oN tiiA 1�Q LL ' k -- ._ J Z or PI Q q E-I o ¢ �_ _-_��_-_-_�===-I= _-_�___ _�___- ='CP c7 m aPRIFFABIRICATIED ROOF i �24"O.C.MAX x L) Lu I � I A1A �IT i 3.1 I a :;m --- - 1 m I � F µjjµI � I A2 OF ATTIC 0 ACCESS_I- --_ A3 A4 H A5 (; �w U4 A7 li l± u{ A9 _ " 1A: I GT �. A8G `- 1A w CJ5. LuII Iu ) m _ II II II II 11A _� ___7_ _�_ CJ3 - II II II II II = - _ _ _ _ _ __ _ .1 CJ1 II II n e 1A All��- 1 O U U w p flT % U FRAMING PLAN SCALE: 1 /4" = V-0" 2194 H WY ALA, SUITE 301 1h INDIAN'HARBOUR BEACH, Il FLORIDA32937 rl PH:321-802-3591 www.abdesigIn roup.com AA #� 000332-9 . 7�. "14 q N" i E a 3 c SI A Le ' R n, it A; SiJRDI"I'll Se LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ) FRAMING I� PLAN II 160 MPH E s rT" - r f l MAR- f-0021 MICFIAr=LC ANDE g"T,)N AR NO, `71n/5 sINT 0310E/ 21 l IS �L-i 9e TES / SCALE: 1 /4"=1' - O" SHEET ,\ O`/ 3 k A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH- (9) 1 Od x 1 q' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 z" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 1Od GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4 6", 8" x 4'-0" MAY BE ADDED W11Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. NGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS -OR REVIEW NND APPROVAL SEE SCHEDULE A ALLOWABLE UPLIFT = U:181 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT U:236 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U270 LBS (2 PLY) SS8_GIRDER�CO`NNC`TOR�(S) YPICAL TRUSS/ SCAI NOTCH DEPTH 1/4*D 0 HOLE EDGE >5!8" HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3 OF SPAN ONLYeer HOLE EDGE >5/8" BTM HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1 /2"=1'-0" ry ENGINEERED WO D TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SL BMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR R VIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON IETA16 TRUSS ANC OR WITH NOTE: APT SYP #2 2" x 4", ti (9) 10d x 1 z AILS', TO 6", 8"x 4'-0" MAY BE ADDED' GIRDER. PROVIDE 5" W/ 1Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT CONNECTOR TIEDOWN REQUIREMENTS, A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SDS x 2 12" GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 2x WOO FAS✓ IA (2) 2' x 5" TITEN HD TO CMU AND (18) SDS 4" x 1x2, GIRDER SEE ARCHITECTURAL C -(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) z' x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" GALV. COED 1x2 SECURE N NAILS. W/ 1.0d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF. 2a S2bSGIRDER D CONNECTOR(S) SCALE 3/4'=1-°" # 1100 UPLIFT SIMPSON HTSM20 W/10 1 Od TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 1 Od TO TRUSS AND (4) 1/4"x2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4)^ 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION F7_ MAY NOT BE N a r en REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES zz 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR bTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING Z SCALE: 3/4"=T-0" IReviewed for Cooe Compliance Universal Engineering Sciences (2) 2X4 Not SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAL. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4-4' O.C. (AT SHEATHING SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE 30 1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) 'X" BRACE @ CENTER TO BLK W/1/2"DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ IY-O" O.C. MAX. SEE SCHEDULE FOR r BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=r-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1. AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES_ ALTERNATE MATERIALS SCALE844"=9'-0" 2194 HWY A1A, SUITE 301 r INDIAN HARBOUR BEACH, FLORIDA 32937 9£ PH: 321-802-3591 .III ! * www.abdesigngroup.com AA #: 0003325 r DAATE:TE: 03 04 21 SCALE: 1%4" SIMET Sao IA >x i A P PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR 'LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX "'-4 I] — PRE-ENG'D WOOD TRUSS (TYP) @ 24" O C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED ---- LINTEL COURSE CONT. 2x4 SECURED W1(2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS (a7 CMU WAI I SCALE 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA — MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 rai N a 03 04 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET S3. I B Reviewed for Code ouniversal jljVpfPP Engineering (2) 2X4 No.2 SYP DIAL. 2x6 OUTLOOKER @ 24" O.C. p p U C p Sciences BRACE W/ (3) 12d @ EA. SECURED WI SIMPSON H10A VTCR SPACING (1) AT EACH END pAppppppp II TRUSS (DIAG. BRACE TO VTCR plppp U AND 6'-0" O.C. MAX. COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1 ) "X" BRACE 30'-1" TO 60'-0 (3) "X'BRACE (1) X' BRACE @ CENTER PRE-ENG GABLE TRUSS pppppUpg9 O 2 X" BRACE DIVIDED EQUALLY STIFFBACKATALL ppppplllo FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH pppppppp9 p (AS PER TRUSS ENG) p I G p ppppppppA PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" a7 SEE TYP. TRUSS CONNECTOR d DETAIL FOR STRAPPING INFO. --- �_ 1x2. 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES @ 24" OIC, 1 x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV_ COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED WI (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED 1 SCALE: 3/4"=1'-0" W/ HIP RETURN VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 StmDIV. & LOT: CREEKSIDE PHASE 2 LOT #12 PROJECT# 04321.200 012R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHFECT STATE OF FLORIDA MAR 4 _IQA� MIC HAEL G ANDbR30N AR NO 17305 I 03/04/21 I SCALE: 1/4"=1'-0" 1 SHEET S3eIC 1 GABLE - END .,A^ HIP ROOF a�. P,,, ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16' ZONE i = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70.40 PSF (80.40) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80.40 "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT. +/- 0 18 ROOF DIAPHRAGM ROOF/ WALL/ FLOG FOR ASPHALT SHINGLE ROOF USE MIN 7/16" STRUCTURAL R GROUT U 7 GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 314". - STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB 9PEQ FICATIONS AND WOOD: - - ' ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS.PROVIDE CONSULT 6% AIR ENTRAINED CONCRETE EXPOSED TO EAR FH OR WEATHER NON -BEARING WOOq.. __ - ;• ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN A R.0 HI T E C T B - ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAtt . ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS E FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF VAPGR HYLENE BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON PROVIDE 6-MIL CONTINUOUS POLYETHYLENEBARRIER - ELASTICITY = 1,400 0 COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS - DRAWINGS. SEAMS LAPPED 61NCHEAND SEALEDVAPOR ADHESIVE TAPE. PRESSURE TREATED : I FORMWORK: SHALL BE RATED TO Desi n GrouPg�= ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETF 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 EXCEPT.WHERE A DIFFERENT DETAIL IS SHOWN. - i, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HC April :21, 2021 - EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THE - - ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE Planning & Development Services DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT '. EXCLUSIONS FROM THESE PLANS:. MINIMUM NAILING PE. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING,. FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS. Building & Code Regulation Division OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY. ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOT -. 2300 Virginia Ave. - - - ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. - Fort Pierce, Fl. 349$2 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD S (772)462-2172 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WEEDED MESH: AT BEARING LOCATII DURING ERECTION, THIS WORK INCLUDES ADDITION OF NECESSARY SHORING, SHEETING, _ E RE: Permit.#. TEMPORARY BRACING, GUYS OR TIE-DOWNS.E E MERE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSI ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE. ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL _ D.RHorton Homes THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH OT O SPACED T 2" CHAIRS SPAC-C EACH WAY. TO BE DESIGNED AN - -- - Creekside Lot 12 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUM SEALEDBY A PROFS -. Response Letter DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR .REINFORCING STEEL: CONNECTOR PLATE$..' - - TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS,REBAR SHALL BE ASTM A615 MEETING THE REQUII' '. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE For the above listed project, the plans indicate 7/16 roof sheathing Oil Sheet SNl: _ DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE _ This is an error On the plans. The Correct callOUt Shall be 19/32" Sheathing thickness and CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR ME--. -'the Correct reference for wind pressures S ASCE7-16 reference. ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED' FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND P E 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES - '10psf BTM CHORD -non-concurrent 5 TRUSS MANUFACTUF PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONSWITH DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OFLY. .. 15 pof TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) „ , (10 psf w/ No GYPCRETE},.„: ALL VERTICAL REINFORCING BARS IN CMIJ CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS - 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL BALCONY. LIVE LOAD 60 psf WALL TRUSSESIGIRDERS T - STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AN D AROUND CORNERS. DOWEL ROOF FLOOR LAYC ' (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FE LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf,. UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & AL STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCT_ - AND DECK& 40psf, GUARDS AND HANDRAILS: 200psf; GUARD IN' -FILL COMPONENTS: 50psf, PASSENGER WITHOUTTHE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINI VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf,STAIRS: PROVIDE ENGINEERS 40psf : MASONRY: PLAN SHOWING COM '. .. .MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESS[ - SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" JMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY Should you have any questions, please feel free t0 Contact rile. ,SHOP DRAWINGS WILL. BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STR CONSTRUCTION SCH T OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY' THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TF -� S1ncer0y,- COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE .TRUSS TO STRU ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90; GRADE f'm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED AND CLADDING WINO DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMNS E ALL TRUSS TO TRUST r - S D.TO FILL MASONRY CELLS SHALL COMPLY WITH " THING EXP '1 OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED SHEATHING. EXP 1 NTITI) or 15/32 STRUCTURAL FIN I ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT., (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32 SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" APR 17Mt L DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED; UNLESS OTHERWISE SPECIFIED IN - - STRUCTURAL SHEATHING EXP 1 (32/16) (SEE TABLE FOR FIELD AND COURSE AGGREGATE, AND SHALL BE PLACED.W/.A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION J - _-- EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE WRITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN nil C. AndQrzgp� FOUNDATION/ SITE PREPARATION: - NAILS @4" 0 C EDGEWISE 2x4BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS TYPE "M" OR "5" MORTAR SHALL BE USED EXCLUSIVELY bNTHIS PROJECT. MORTAR SHALL BE - Florfda A'Y(i11tC;Ct'#'�17305 OF GABLE END. SIZE HEAD LENGTH bIA. TENSILE STIR SHANK ASTM 8d RING SHANK, 2'13/8" 0.113 170,000 RING (16-20 RINGS RSRS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, 2i 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING " O.S.B. PLY WITH 8d RING SHANK GU N NAIL AT USE 1/2" CDX OR 7/16 $ 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & 0 A=EM no Tot 10Q BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACH EMENT 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 AND4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 t 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES V (a cn 'v J Z'W Z C7 C7 W YU Q U = p U) z T7 co • (O J Q • , Z i • � J Y W z LL . = Z Cn U 0 IS of D IIJ TYP. EXT. SHEATHING ATTACHMENT zto z (D 0U Y@) z 2 O 0O z z a ro W U W U) Y O U LU 0 CV CD BUILDING LENGTH T— ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W1 BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING 'P. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF (—#82"DECK SCREWS @6"-8"O.0 MAX@ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YF. 614" 1 &U JUG-t'LUUK UtUKI NU ULUtU I U ALL tAYUJtLJ MIt MIbtKS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING - PROPORTIONED AND MIXED AS OUTLINED UNDERASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS -- .EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED: - .SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL 32937 •Phone: (321) 802 3591 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. - www.abdesigngroupxorn - - SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. !CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE - i MINIMUM.DESIGN BEARING CAPACITY AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN. MET SHALL :STRUCTURAL STEEL: BE MADE BY THE GEO-TECH..ENGINEER. Y THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE - SPECIFICATIONS FOR THE DESIGN, FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, ;" rSU33DIV. 86 LOOT: "1s .,CONCRETE, 9TH EDITION, BY THE AMERICAN.INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM 4+ CONCRETE SHALL ACHIEVE MINIMUM 28.DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M,Fy= 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM �' EEKSIDE ; A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = C) h CTR] 2,500,;P51 REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. u PHASE E 2 3,000, PSI REGULAR WEIGHT FOR BEAMS COLUMNS AND 5" STRUCTURAL TERRACE SLAB. Z CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATPrFOR EACH SEPARATE MIXPRISR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL LOT 12 ) OTHER BOLTS SHALL BE ASTM F31251F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS # 0 CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. - m ROJECT# .CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL I! 04321. 2OO O12R1 ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED'. THE MAXIMUM TIME ALLOWED FROM WHEN I' ? WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON p(p ,fiO DELw THERE 1S A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL 1 BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY : _ i 4 EI AB NON COMPLIANCE WITH THE ABOVE, `? 1v 11 1672—ARIA I REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:'��— A. 3" FOR CONCRETE CAST AGAINST AND. PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 11FwARAGE WING: B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: E /''�S 1-1/2" FOR #5 AND SMALLER T FOR #6 AND LARGER 1 RIGHT L'f C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR WALLS AND JOISTS tJ�E ---„> :, :-. SLABS, I 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS rI F iLll DETAILS 4,a FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 8" O/C GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY 1 112 EMBED,, 4" END DIST., MASONRY I CONC NAIL 1 1/2 LONG TO MASONRY/GONG. NO WASHER FASTENER 81, O!C 1 1/2 EDGE DIST. S C AL. EXT. DOORS CASE HARDENED COIL 9" WIIN O FASTENED GARAGE DOOR BUCK 3/8" DIA. OR O!C (3/8" DIA) 4" EMBED END DIST, 1 ix PT SEE NOTE 6 NAIL 1 112 LONG: STAGGERED E INTO MASONRY/GONG. MASONRY/CONC. TO MASONRY/GONG 1l2" DIA. EXPANSION BOLT 24" 24" O/C (1!2" DIA) 3" EDGE DIST E 'AdWASHER WINDOWBUCK CASE HARDENED COIL 91 O/C WINDOWIDOOR) FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE NAIL 11/2"LONG, STAGGERED INTO MASONRY/CONE MASONRY/GONG. REQUIREMENTS EXT: SWING DOOR (2) 3115"DIA. "TAPCON 'FASTNER 18" O/C 1 112" EMBED, 8" END. NON -BEARING WOOD 12"° EXPANSION 4" EMBED 4" END BUCK 2x PT r SEE NOTE 6 NO WASHER DIST., 1 1/2" EDGE DIST WALL T, CONC. SLOB W/ WASHER BOLT 24' O/C DIST:, 3" EDGE DIST 2x PT WINDOW BUCK 0.1 PAS x 21N3" 9" 4" END. DIST., 1 12" - PT TO STEEL COL., SEE WI WI WASHER STAGGERED EDGE DIST. E NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE. OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE I "„ 3.`a.:,„i.t+'"�, ..:;.;,t}. ".`'�:�,ra"!"^v �i,.a �..,;.:,.. > �, _ � S ..,".ti uKS 3ivsr....'�t ,. . '. �. n. •,c�..r ii 3:Ef �?�..,.... ..... .... ....o... v, ,. °...,. '. .. , ,.....cs.2�>, r ., ,. r i V h ,i'."�ii;+,',^,RT.^°. s. ya aq ti I.� I u, 1 MAR 5,9 202 ; ?IC HA L.1O ANDER�I�I AR 173C� ram' DAZE: 03/04/21 SCALD: 1 /4"=1' — O" SHEET