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Home My WebLink AboutBuilding Plans0 7 � I -I .. 7 7 02 8 -4,BB - 0 1430 (DUL.VER E)RIVE NE, PALM A�f7 FL 32907 `°` I: (321) 733-70D2 Fax: (321) 733-7972 STATE OF FLORIDA I DESIGN --FLORMA CRITERIA: I _ CERTIFIED BUILDING CONTRACTOR: BURRING CODE, RESImmmAi , 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R' 1430 CULVER DRIVE NE CONTRUCTION -MINSIN INTERIOR FIN SH - CLASS B PALM BAY FL 32907 -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH I TEL: (321) 733-7092 -EXPOSURE - C FAX: (321) 733-7972 -1-STORY RESIDENCE -2-STORY RESIDENCE - - MAX. HEIGHT AS PER LOCAL fi AND STATE CODES • STATE OF FLORIDA 11 SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON LIVING' 19GARAGE 430 SQ. FT. I� SQ. FT. AR' No. 17305 ENTRY 80 SQ. FT. A.B. DESIGN GROUP, LLC TOTAL 2442 86. FT. 2194 HWY A1A, SUITE 301 !; INDIAN HARBOUR BEACH, FL 32937 A/C VOLUME 164T1.6 71 Tel: (321) 802-3591 r! DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN 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 CONSTRUCTION BASED ON THE DRAWING SET. ABBREVIATIONS REVISIONS ABV ABOVE LAV. LAVATORY DATE DESCRIPTION A/C ADJ. AIR CONDITIONING ADJUSTABLE LE M. M.C. LUMINOUS MEDICINE CABINET O1R6/18 CD�S ISSUED ALT. AMP.. ALTERNATES AMPERAGE... MFR. MIN.: MANUFACTURER MINIMUM 0145118 2011 MC UPDATE BD BOARD M.T.. METAL THRESHOLD 0146AB CD'S RE -ISSUED CL CAB. CENTERLINE CABINET MTD: MTL. MOUNTED METAL 02/21/18 SIDING ELEVATIONS ADDED CLG CLR. CEILING CLEAR N.T.S O.ERR ON CENT 03/26AS CENT — CD�S RE -ISSUED CONC. - CPT. C.T.. D. CONCRETE CARPET CERAMIC: TILE DRYER PL'. P.B. PH, PET. PROPERTY L1NF PUSH BUTTON I(D4/19/l8 �, PHONE O6/21/IS PLATE FOOTING REVISION PER M. SOWES CD'cS REISSUED ADDED CUR5LESS FOOTER AT GARAGE DETAIL (FORT MYERS) DBL. D G DOUBLE DUAL GLAZED PLYT). PR PLYIVOOD PAIR 02/19/19 DIA. DIAMETER P.T. PRESSURE TREATED 02/22/19 PLAN MAINTENANCE DIM, DISP: DIMENSION DISPOSAL R. RAD RISER RADIUS 03/26AS REVISED LINTEL SITE AT FRONT ENTRY DOOR DP. DR. DEEP DOOR RA.( REF. . r RETURNGRILL REFRIGERATOR RA 04/24/10 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON f REVISED HVAC VOLUMES ON SGFT CALC:OCHEDULE (MELS.I D S DOWNSPOUT RM. ROOM 0404/19 DTL. DETAIL R.O. '. ROT JGH OPENING ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/6I.IA (ORL) D.W. DISHWASHER S.C. SOLTD CORE EXT DR 06/12/19 EA. ELEV. EACH ELEVATION S.D. S.H. SMOKE DETECTOR SINGLE HUNG 06/21/19 ADDED LED LIGHTS a KITCHEN E..5ATH PER MARK 50WES EQ. LXH EQUAL - EXHAUSTSHT£r. STIT. SHEET SHEATHING 01494S ADDED STONE OPTION ELEVATION C i D `(TAMPA) FXT E GFX. EXTERIOR FIXED GLASS SHW S1M. SHOWER SIMILAR 00/11/19 ELEVATION 'G' SIDING -ADDED LOUVER s GsA5LE ROOF - ADDED OPT. 8'-O' CEILING HEIGHTS F G. FUEL GAS ST;. SLIDING 10/25/10 FIN. FINISH SL. C. SLIDING GLASS -.... REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLR. FLOOR STD: STANDARD 01/01/20 FLUOR. FLUORESCENT SWS. SHEAR WALL - REVISE ENKAVENT RADON PLAN DIMENSIONS FR. DR. FRENCH DOOR SECTION 04/01/20 FTG. GA. FOOTING GAUGE TEM THK.. TEMPERED GLASS THICK 04/09R0 -- OPT. V-0' CLG. HGT.- ADDED LED LIGHT IN FOYER GAR. DISP. G.F.I. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.( T.O.F TOP OF CURB TOP OF PLATE 04/09/10 OPT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY GL INTERRUPTER GLASS T.O.S TYE. TOP OF SLAB TYPICAT, 05/06/10 ADDED ELEVATIONS 'L' 4 'M' (M) _.... _._.. ADDED ELEVATIONS 'MG'''MH'-'MS" (ORL) GYP BD. GYPSUM BOARD U.N.( UNLESS NOTED 01/15/20 HB: HOSE BIB OTHERWISE -- H C. HOLLOW CORE V P VAPOR PROOF 01/01/21 2020 F5C UPDATE HDR. HEADER W. WASHER T. HOORHT HEIGHT Wi WITH INSUL. INSULATION WD: WOOD — - INT. INTERIOR WDV WINDOW '._. W/H WATER HEATTR W.I. WROUGHTTROT 21 U4 -ug3/ INDEX OF DRA zi ARCHITECTURAL SHEET PG CI —COVER SHEET PG GN— GENERAL NOTES � PG Al —FLOOR PLAN PG A2C—ELEVATION "C" --Jl PG E1—ELECTRICAL PLAN - PG P1—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS -- PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS MELS.) PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WAIS—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 TABLE PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113—DETAILS PG S3.IC—DETAILS PG SNI-DETAILS WINGS DESCRIPT N1 DESCRIPTION Reviewed for Code 1B Compliance Universal Engineering. Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591' www.abdes igngroup.cbm AA #: 0003325 mT`T'3DIV. & LOT CREEKSIDE mmmw PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: ( RIGHT t' 1 PAGE: ! COVER SHEET '3 160 MPH EXP. C i MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 Ol 21 DATE: / / SCALE: 1/4"=1'-0" SHEET CI II GENERAL NOTES SALE YYORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE INCOMPLIANCE WITH THE FLORIDA BUILDING CODE RES DEN IAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT) 1. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENT AR UNDER HEREIN: FBCR 7TH EDITION (2020) LINO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOP 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 DEBRIS FINISH GRADES, PLANTINGAND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE L STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT, C I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) I 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR 0 WORK E. APA -THE ENGINEERED WOOD ASSOCIATION PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/i THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE .DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS I 4. HE THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO ATTENTION WRITTEN PROCEEDING WITH THE WORK. 1 R EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 2. ALL LUMBE.. OF THE ARCHITECT IN WRITING AND INSTRUCTIONS SHALL BE OBTAINED BEFORE 5: ALL BACKFILL AT STRUCTURES; SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMI SION IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE 3, MINIMUM FAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTR I TIOAND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES TEC NIQUES, 6. COMPACTION BY FLOODING OR JETTINVGIS STRICTLY PROHIBITED. 5. WALL SHE�THING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . $Q. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3 - 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE, 1 SANITARY L NESSHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPI LY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH''/z' AMAFLEX.` 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHIT CT/ENGINEER. 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 GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY; BUILDING AND ZONING CODES. 6: NO VENT ST CKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS - 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 . DRAWINGB E 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERM ITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR W COVERING$ 2. AS PER SECTION R3OPENINGS 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 THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOOTT BEE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BEE UIP ED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 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 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT ESS THAN N TATEMENT: BUILDING DEPARTMENT BY THE LICENSED CONTROL COMPA Y THAT CONTAINS THE FOLLOWINGS 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. TREAT "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 E N EXTERIOR FINE HES 3. AS PER SECTION R302.5 2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARA ING HE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (048 MM) SHEET STEEL 1" MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COAlTS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, GARAGE: 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWC926 8b, ASTM-Cl063-19a & ASTM-Cl787. 4. AS PER SECTION'R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3, LATH & ACC SORIES PER ASTM-C-1063-19a & R7037.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SF ALL E ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR E QUIV LENT. L FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL A SO BE PIP PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CA ING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS ~STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAR PROTECTION: 1. ENCLOSED CC CC SSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED N THE EN ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. ITHE' 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE " " DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION 03SE VATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR TH S PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'SI/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY YHE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reoewed for Code _ ,.versal Engineering Sciences CONTROL DATE` 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL7SDIV. 8e LOT: CREEKSIDE PHASE 21 LOT #94 PROJECT: 04321.200 094R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C STATE OF FLORIDA tiv v MAR 0 5 2021 MIICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 Ol 21 SCALE: 1/4"=1'-0" SHEET G GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN r CATAGORY auollI IV LJfiI-1 SPEED (MPH) TOPOGRAPHIC EFFECTS` WEATHERING' FROST LI1 DEPTH 1 NA 160 C NA NEGLIGABLE NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FSC R302.9U THROUGH FBC R3023A FLAME SPREAD Al SMOKE -DEVELOPER INDEX FOR INSULATION SHALL 6E IN ACCORDANCE WITH SECTION F15C R302.10.1 THROUGH FOC R3®2:105 121-4" 10'-4' H0� co 5❑ (2) 3052-SH >ESIGN UNDERTLAYME 7 HAZARDS a FREEZING ANUAL TEMP• REQUIRED" INDEX' TEMP. 42 NA I SEE SURVEY NA NA 9' - I0'-0 -4° 71-4 -4" 21 -0° 2 8 10'-0'l I 16'-0" 3'-4" COVERED LMAI el -al CLC. I (2) 3052-5H ®6068 SLx.D. 3❑ EGRESS m ROOM DINING M, al CLG. r BEDROOM #1 B'-8' C1.Cs. r $ 2X18 Lft Al �I ' 4'-4" 6'-6" n �I I' 10" .0 4 _g g -0, r — I `r V. — — ----— — — — — — — — V V. I BATH#1 b36 I W.I.C. 8'-8' ai Q --- ---- 71 a-s cLG ry. — — _ _- r 0 I 36'x6' 0, ----i lI FIN / I C V I PAN ' L — — — _ _ W/ ENGL i3'-0" I1tj 2'-8" b24 SINK IR-ISH - ab36 111�11.171Ti�L\} 7�� AI 2.alCLCL LAVI\LRY I �f' II II , - - �R I L--� I I 11 PAN. RANGE b36 $ 6 8" 2 -4" 6'_0" 5 -8 (L 3-SH V ARG DER G. I I 0I CL •� ' 0 N NCD ry IR Il 1-0" N� I11'-0°. 2'-S" 1 .¢ ..:3'..-6'r 3'-4" 4'-011 II'-8 � 0in L � � r I I AI �� ❑2 BEDROOM #3 Mt. 3'-4" v 11 3'-8 0 O ATTIC I OND LAV. 5 IIIU ACCESS U - m 1 >Iv AI I la n 5OLLARD N#2 BATH#2 �e I I I AS III 8'-B' CLG I I PER 5LDG CODE GARAGE Cal r &IcA 2'-4" v V. 0 FOYM BEDROOM #2 G e'-e' GLCx 3068 W/ 8'-8' CLCx � ry °� ❑j �S 36'X12' r1L TRANS. 5 I/2" 3'-5" 1/2" —ENTRY CL GL (2) 3052-SH I fK � � ARCH © EGRESS _ _ -------------------- 10'-2" 3'-10° 2 -8 ' 6'-0" 2 8,, 14'-0" 4'-411 21'-4" EXTERIOR MASOINRr WALL 5111 HEIGHTS 5RG.. 10'-8' BRCS. 11'-4' 51% g \ 3. !] ib;#1.1.3 0 s 1W s\ � a rx�.. :ISLE ROOFS 4W Hid ROOFS IkT < kl4, 3€1" fad, Note. mz ,^ 4 $ai) Sri 411 «.Gic. FIGURE R301.2(-n, COMPONENT ANO C1 DDWG PRES$U9.E ZONES j FLOOR PLAN SCALE: 1/4' NOTE: -2-8 LOUV. DOOR'W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATI WITH SITE PLAN. -OTHER OPENINGS'5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, `SOLID OR HONEYCOM5-GORE STEEL DOORS NOT LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOt SI 1UTTER FRONT DOOR FRONT ENTRY DOOR TO 5E EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO 5UCKING DETAILS FOR SUCKING AND RO NOTES. -FRAMED WALL SEPARATION 5ETUl THE UNCONDITIONED GARAGE AND CONDITIONED SPACE t SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE'To 5E R-30 INSULATION A5OVE CONDITIONED SPACE. -FOR CONSfSTENCl THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y THr HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOtRANCES. -OPENING INFORMATION BELOW IS DI CTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED SY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENING OVERAANG.. .'SEPARATION U-VALUE '1Sl.,W I 4 =ffiD' 0-4' 32 Z5 2 I -0' 0.9' 35 ]9, ID -9' 35 39 .63 32 ': 0-9' 35 j .29 m'-9'1 35 Z9 0'-9' 35 Z9 8 I'-0` 4'-8. 35 ' 29 SQ.FT. CALL. S LIVING GARAGE ENTRY LANAI Il SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. F . TOTAL 2442 SQ. Ft. A/C VOLU" E 16411b CU. FT. oPENNGs AND TYPE sauAlE FOOTAGE ZONE 160 MPH ww tY110 REMARKS MIN. WINDOW 10 5 34/-45 CRITERIA 1 EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA i 80'10 O.H.D. 56 5 29.'I/-3'13 I 121 SOFFIT 1 5 373/-413.9 BASIC WIND SPEED MPH = 160 (Vult) NTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" J �I RESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. ;020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE I R NOMINAL WIND LOAD VALUES FROM THE PRODUCT ANUFACTURER. CONTROL DATES 01/GI/21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. 'IN. ARCH DTL. B SCALE: 1/2 = I'-0" Reviewed for Code Compliance Universal Engineering 91 Sciences r DSL. TOP PLATE B m BAR DETAIL A SCALE:1/2'=1'-0' 2194 H WY A1A, SUITE 301 IN- - HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 00103325 M! M 1111 SUBI>IV. i LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 DdODEL 4EBB "1828-CALI" GARAGE S'VPING: x. RIGHT PAGE: s FLOOR PLAN 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2p21 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 01 21 SCALE: 1/4 I=11—011 SHEET AI w.... EQUAL EQUAL 1`O CONTROL J N TO CONTROL'JO SHINGLE ROOF DECORATIVE FOAM DRAIN TILES b" RAISED e BAND (TYP.) I TB 8'-8" BRCS. PGT. I,-m„ I6'Xi60' FYPON DECORSPUTTERS SHUTTERS OR 4B EQUIVALENT A TYP v 4' RAISED BAND (TYP) 0,_0" FIN.--'k- 8'-8" BRCS. H5T.i - 1'-0 0'-0` FIN. FLR. .i 0 EQUAL EQUAL CONTROL JOIN - TO CONTROL JOINT 12 b - �9 4' FREIZE ®® BAND A k2 -i 1 15 WAI V1JA2/ - -- libS'-8" BRG. TiGT. oil FIR®NT ELEVAT o SCALE: 114 = I'-0' ItU D FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBI,103.4 OFF RIDGE VENT OPT. COACH L IGHT -o0'-0" FIN. FLR OFF RIDGE VENT 81n8" BRCS. HGT 1'-0" \UJA , I I r II 0'-0" FIN. FLR.. 12 b 12 b BRS. PGT. _OilY II 45 A A II -- -------- I I oV-0" FIN. FLR. REAR h"' LEVATI®N SCALE: 1/4 = I'-0' TEXTURED FINISH b 12 1IE �b — — b' RAISED BAND (TYPJTzr 45 v - r TYP. -----------1---- ---- - - - - - - - - - ---- RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 rp IIE A S'-S 5RG. HGT — -0 b' RAISED BAND 1'-0' —AT (TYP.) II 4B <r A r I I TYP. 0'-0" FIN. FLR.,,k - - - --- — - — - — - - — - ----------------------- - — - — --- LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH HCsT- -0" FIN. FLR_ � 0'-0" F eee I 8�� I DECO. DTL. SCALE: 1/2 1'-0" MODEL 1828-CALb4EBB AREA OF ATTIC - 2450SQ. FT. N ET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450/300 = 8.17 SQ. FT. 8.17 - 1176 SQ. ft MIN. REQUIRED VENTILATION' _ .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RI DGE VENTILATION AREA _ 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL ttOFVENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT(netfree' area) LI NEAR FEET OF SOFFIT REQUIRI 67.20 Reviewed for Code COmpliance 91nivUersal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 but �� al \e r 0 SUHDIV. 8e L07`a CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 s MODEL 4EBB "1828—CALI" GARAGE SIWING: RIGHT PAGE: ELEVATION "C" 100 MPH EXP. C STATE OF FLORID , MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 01 21 SCALE: 1/4"=1'- 0 siIEET A2 ELECTRICAL LEGEND SYMM50L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET 1/2OF OUTLET Will TO SWITCH Ill OUTLET EQJIGPI FAUD D W/GRND NTERUPTER (TAMPERER INTERU 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 I—%1 WALL MOUNTED I�f LIGHT CEILNG LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN 1 O9M PER SQ. FT. VENT. FAN W/Ll 1 CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TED BY BUILDER) 4'X2' FLUORESCENT 2-13l1LB WRAP ® LIGHT AROUND (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-511LB WRAP AROUND (SURFACE Ml t— 2'FLUOREBGENT W FLUORE8CEINT l� 4' TRACK LIGHT 0 PANEL METER ATT. BACK-UP SMOKE DETECTOR Ii HAgpLJIRE WALL MOUNTED GATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W( CARBON MONOXIDE SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT Lf\ NATURAL GAS FI/ OUTLET . TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING R ' U.N.O.ffiT ,Q/C DISCONNECT THIS SHEET TELEVISION JACK CEILING BOX REGIIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION BOX REQUIRED TO BE SUPPORTED IN TO BE CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn o dS'INGANDEBGENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES �—�c—► USB PORT • LOCATION OF TV JACKS it PHONE OUTLETS t FAN$ TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FISCR NTH EDITION (2020) t NEC 210.12 2011 EDITION. • 20 NIP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER ANC 1i OF LIGHTING MUST BE ENERGY EFFICIENT T"ll MR F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENEMl EFFICIENCY) 2020. 1th EDITION R404.1 CE IL INI MTD- LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN — — — — — — — — — — — — — — — — — — — OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 114' = I'-0' W'P Panel MAIN - A PANEL: 8/1 ti wp crl. breaker VOLTAGE: 12U 1240 V -1 Pr MAIN: 1:5U Amp M C;,ts FEEDER. 3-#1CUTHVI(N&1 #6 Cu (G) in 1 1/2"C OR3-#210ALTHWN&t-4.6Cu(G)in11/2"C. Nire Pole Bkr Description watts Circuit Circuit Watts Description #12 I 20 Exterior Receptacle. GFI for TUG 1200 1 2 Space #12 2 20 Imgation Pump 1000 3. 4 Space -o 6 5304 A/C C. U.-1 PANEL A PANEL: 42 crt breaker VOLTAGE': 120 /240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER.3-#1 CUTHVVN& 1 #6Cu(G)'in11/2"C_ OR 3-#210ALTi&1-#6Cu(G)in11!2"C. Wire Pole Bkr Description watts Circuit #12 1 20 Srnall Appliance 1500 1 #12 1 ---1 20 Microwave; i GFI 1800 3 #12 10 _ Small Appliance 1500 5. #12 1 20 Refigerator 1500 #12 1 2C Dining Room: Lights and Receptacles cles AFCI 1RW 0 #12 1 N Bath 42 GFI Receptacles: 1200 11 #14 1 15 Foyer /Hall Bed. #2 & #!3/ Bath #2 Lights AFCI 900 13 1 15. Liking Raorn LanaiIaghts AFC�' Ce �0 15 1 15 Kitchen and Pantry Lights & AFCI 900 171 M114_ 15 SD L CIO AFCI 900 191 20 Laundry / Bed #4 / Den AFCI 120f7 ?t #8 I 2 I 35 IAIC AHU-1 i Heater 51 at Load subiect io demand factor cal factor / line 5525 16000 IFirst 10000 r,atts at 11 10000 Remaining nibs at 401% 13440 Total AIC load ---- 10829 Connesrel Load Am os (watts / 2 35 1 #8 wcuwr I vvans I Description Bkr Pole I Wore 2 8000 Range 50 2 #6 4 6 4500. Water Heater 25. 2 910 8 10 1200 Disposal GFI 20 1 #12 12 1500 Di=_hi 20 1 #12 14 5000 Dry erGFI 30 2 VIC) 6 18 1500 Washer GFl 20: 1 #12 20: 1000 Garage Door Opener GFI 20 1 #12 2L 1200 lGarage Lights and Receptacles GFI 20 1 #12 24: 900 Bedroom #1 AFCI 15 1. #14 26 900 Bathroom #1 AFCI Exterior Lights and Recept GFI 15 1 #14 28 900 13 1 #14 II" � 1 27600I Load sublect. to demand factor calculations /line I Li ABBREVIATIONS: AFCI ARC FAULT CiRCUI r INTERRUPTER. NC. NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD / Sq. Ft: 1 rlckt 61i Reviewed for Code Compliance Universal Engineering Sciences I— G I_ G I I� I� 1'-Ib' 1 1' -6' % LED LIGHTING LED LIGHTING i SINGLE LAV. C� DOUBLE LAV . BATH 02 BATH •1 PROVIDE 3&2/O CU, 7HWN • PIG GU IN 2' CONDUIT OR 3 14/0 AL, THWN • 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 15® AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH EDJL�S1l2lLITI (202ION 0)!20 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER C0MPA TRANSFORIMR: GRADE PROVIDE 150 AMP, 120240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER ii IN I-12" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 "S/0 ALUMINUM (AL) IN 2" DIA 60-IEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 0 00MBINATION SERVICE 60 AMP DISCONNECT SWITCH AND 120240 VOL ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL I A/2P MGB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT --•— 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1T44 EDITION (2020). 5'6" DIA X S PT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigiigroup.com AA #: 0003325 4 \\ um go SLTSDIV. & LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL: 4EBB "1828-1 GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C STATE OF FLOR11DA MAR 0 5 2021 MICHAEL C. ANDERSON IlIll AR NO 17305 PRINT DATE• 03/ Ol/ 21 SCALE: 1/4"=1'-0" SHEET EI a r I a r PLUMBING PLAN SCALE: 1/4 = I'-0' TL T Mo (LE A A,, KITCI-11=N SINK W/ AUTO VENT 1-1/2' VTR I I I i (ALTERNATE RIG4T) PLUMBING RIS ER DIAGRAM A.A.V. Uv 2' Reviewed for Code Compliance Universal Engineering Sciences LIVING ROOM I LANAI I i I I DINING ROOM 10Xb 120 CFM 10X6 Iox& 110 CFM 120 GFM - - - - - - - '---- - I I ---� I I ® ® 1 ---�i 10X6 120 CFM KITCHEN 00 I 12XI6 �=IJ I .Iq,�cZln, I I ti BDRM.#3 MLOLIVER PLANTATION I I 180-04 2-8-1 1 11 10x& I' ,AX AIR I I 75 CFM 584.15 CFM II 5' II 12X8 FOYER 12XI2 I W.I.C. Sx 11 45 CFM ---- I r— r I SX4 i lC _ 45 CFM __ I II 9� 12XI2 OWNER'S SUITE I 10X6 I I — r--1 SX4,—, o OSX4 r------ I k - Imxa 5 GFM h qhh &ill,ovo AN w r --� I I L-----J GARAGE DEN MECHANICAL PLAN SCALE: 1/4 = 1'-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 U;vversal Engineering Sciences 11 1d I ?�k SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT 21O1 03 DATE: / / SCALE: 1 /4"= l' — 0" SHEET MI . 1. I 11C. A TC PER FLR PLAN I/2' DRYWALL OR TOP CHANNEL (25 GA.) PRE-FAB TRUSS 3 5/8' OR 5 3/5, 1/2' DRYWALL METAL STUDS 24' O.C. 1/2' CLG. BOARD 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR NOTE: STUDS IN RECEIVING UPPER/ 5 3 a, LOWER CABINETS PARTITIONS SUPPORTING AND TU5/SHOWER 25 CHANNEL 1/2' DRYWALL WALL HUNG IOLUM51NG GA. METAL TO BE (25 GA.) FIXTURES AND WALL INSTALLED IN ALL SECURED CABINETS SMALL BE NOT OTHER WALLS. STUDS TO CONIC FLOOR W/ LESS THAN 2x4, WHERE TO BE SPACED 16' O.C. AT 2ND FLOOR 3/4' PAF 4 2X4 WOOD SPACED NOT MORE WALLS ADJACENT to TO WOOD SECURE BT. STUDS 024' THAN IV O.C. OR, NOT STAIR WELLS AND FLOOR W/ PLATE SLAB O.C. LESS THAN 2x�o, WHERE BATHROOM WALLS W/ I/4' WOOD W/ I NAILL MASONRY ®32• O.C. SPACED NOT MORE TILE FINISH SCREW MAX THAN 24" O.G. WOOD BASEBOARD I FIN. FLR SLAB BOND BEAM 50L iD GROUi W/ (0- 05 (2) COURSE f 11 C I A A I CAULK AID SEAL GAS LINE O NOT CUT I I' PVC- SLEEVE FOR GAS LINE 4E BOND B. au E AM 1/2' GYP. UL. 5D. EBARS ° e. e a a: 1/2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL -- APPROVAL REa. VERTICAL TRACK 11 MIN. BY MAUF. - - .SLIDE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL Ida. a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WC ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND MY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 1-STORY k-FINISH FLOOR TYP. INT. WALL 2A PIPE THROUGH BOND BEAM 2B GAS LINE 'THRU BLOCK s GARAGE DOOR JAMBS METAL STUDS ,�E•,,,..,,_®. �,_ , �, TYP. INT. WALL (NON -BR 1A (NON-BRG.) D1 SCALE: 3/4 -1 -0 D1 D1 SCALE: 1 1/z -1 -0 SCALE: 3/4' =1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER -m, TYP. ELEVATIONS O.N. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR P J SCALE: I/2"=1'-0' 5/5' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 1 PER ELEVATION INSULATION WIND ILJ,VII�V ILL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 8' CMU i/2' GYP. WL. BD. - WOOD BASE . u W/ WINDOW OPENING SCALE: 3/4' = I' -0' 46 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT Zoo 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR � a I a d B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 R001= SLOPPS 2:12 TO LESS THAN SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST SE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6-T5-t FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLIP, 8' CMU i-2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— _-; UPRIGHTS oNm.-ON STIFFBACK AT ALL PER STRUCTURAL J r . TRUSS ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD a ° 4. 9 m. a. . d A W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T- FURRING STRIPS a 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE \ MTL. DRIP EDGE 5 � 2x FASCIA PER �X" ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER -_ SHEET SNi. SECURE PER FASTENER SCHEDULE %'N2x ON SHEET SNi. a: PRE-ENG. GABLE TRUSS WEEP SCREED P.T. SECURED PER STRUCTURAL DETAILS ,/ALP. WALL SECTION NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4'=i'-0' CMU 0'-0' FIN. FLR Reviewed for Code Compliance Umversal 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 Ill. All exterior fenestration products shall be Sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM CS20 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C,1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluld-applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL: 4EBB "1828-CALI" GARAGE SMNG: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 O1 21 SCALE: 1/4"=1'-0" SHEET TOP: 2X6 P.T. is 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 NUTS O 0 Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-114' INTO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING O "SECURE 2x4 ONE' FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �O X 2' X 1/8' WASHER 4 NUT. (1) WITHIN B' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. IOr NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D OCALE: 1/2'-1'-®' 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" WINDOW TO BLOCK +3/4" OR+5 4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. 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 1/4') DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1/2" 2X4: ® 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. 844ANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') WITHIN B' OF EACH WITHIN 8' OF EACH ENp 4 IS' O.C. MAX END 4 IS' OZ. MAX SPACING. SPACING. 2X6: ® 2)(6: CEM SECURE TO BLOCK SECURE TO BLOCK W/(2) 3116' TAPCONS W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END B' CMU WITHIN 8' OF EACH END 4 10' O.C- MAX SPACING. 4 18' O.C. MAX SPACING. 1/2' DRYWALL 2XS: ® 2X8: SECURE TO BLOCK llx4l SECURE TO BLOCK W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 1/16' 0.88. X 4' MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 IS' O.G. MAX 4 18' O.G. MAX SPACING. 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" C INDOW 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.G. MAX SPACING- 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN W OF EACH END 4 18, O.C. MAX SPACING. 2X8: MEM SECURE To BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SITE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OTC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3" E 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH ENp 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 1/45) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING, c-Ir�rL� 1/2' DRYWALL I'X4' P.T. NAILER T/16' O.S.B. X 4' MIN. i- 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: ® 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH WITHIN 8' OF EACH END 4 18' O.G. MAX END 4 10' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING- 2X6: CEOON OUTSIDE 4 SECURED 2X6: CEO SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK W/(2) 3/16' TAPCONS 3/16' TAPCON MIN. I-I/4' EMBEDMENT INTO BLOCK W/(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT I I/49 S' CMU EMBEDMENT 1 1/40) WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1/2' DRYWALL 4 18' O.C. MAX SPACING. 2X8: ® I'X4' 2X8:CEO SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK W/(2) 3/16' TAPCONS DOOR CASING W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3o0 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END MEMBER W/(2)]2d WITHIN 8' WITHIN 8' OF EACH END 4 18' O.C. MAX OF EACH END 4 W TO 8' O.G. MAX 4.18' O.G. MAX SPACING. SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" %'WINDOW TO ny.nrK +3" NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 1 NI B' CMU I/2' DRYWALL ❑ 1'X4' P.T. NAILER 1' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n WINDOWTO BLOCK +3 3/4" Reviewed for Code Compliance Ell Ul',versal Engineering Sciences T-1 LIX RYWALL ' FURRING —RIP 2X10 TO DOOR 8-1/81111 FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK C1�REQUIREMENTS 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 #94 PROJECT# 04321.200 094R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EV. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: O y/01/21 SCALE: 1/4"=1I-0" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9- OZ. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED + T' OjC, MAX VERTICALLY I i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 92, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED +1' (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER 7, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER 6 TO GAP MIN. LATH SHALL NOT 6' B' 6' B' BE CONTINUOUS MINN. N. MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 0.04T5' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD NUTARD • PT. A OL FOLD INWARD • FT. A 7. CREASE • PT. B O I. FOLD INWARD • ® L FOLD IWIIARP • PT. A PT- A 7. CREASE • Pt. B 2. GREASE . PT. B s. CREASE • Pr. c 3. CREASE • PT. C 4. FOLD PT. C OVER Pf. B TILL PT. C TOUCFIES BOTTOM FLANGE SHINGLE ROOFING.) DRIP EDGE: OVERLAP 3'. EXTEND LW BELOW SHEATHING, MECHANICALLY FASTEN 4' Or- MAX FLANGE L WATER TIGHT SEAL. FOLD, 22 NQM OUT. i' THIM 3 COAT CEMENT PLASTER (FRAME), I2' 7 COAT ICEMIT1T PLASTER (CMU) UM LAYER 02, FORTIFIBER BUILDING PAPER(FRI ONLY) WRB LAYER 01, STUCCO WRAP(FRAME ONLY) LAP LAYERS OF 9UILDNG WRAP OVER NAILING FLANGE, STOP WRIS 1 J5' ABOVE BHINGLEB lFIFN'1E ONLY) FRI XTERIOR aCME FASCIA WRAP Still, WALL FLASHING KIM-OUT FLASHNG (SEE DETAIL) NOTE_ APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' + VERTICAL LAPS (ROLL ENDS) t 6' *HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I' MIN. LAP ® METAL LATH VERTICAL LAP TO BE I' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES n n—ten METAL LATH 775,,� WR5 LAYER •I, I it THICK, 3 COAT CEMENT STUCCO WRAP I PLASTER 6MIN -APER _AP BELOW ONLT METAL LATH LABWI LAYER 02, FORTIFIBER / I BUILDING PAPER RTIFIBER BUILDING PAPER WI LAYER •I, \ I STUCCO WRAP rr WOOD SHEATHING SY SYSTEM ((NNL'�'ELED'NG PER 2 APER LAP SCALE: 11/2' • 1'-0' ® KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER, DO NOT OUT I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH OB415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL a STICK WOOD STUD: SHEATHING - OR 1/16' ZIP 84EATWING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES STUCCO 6' MIN. LAP -AP s LATH AP • PAPER HORIZONTAL LATH & PAPER DETAIL L„ 5 N.T.S. 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'IX511 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE ¢ WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND 014TO PIPE I I' OR LESS PIPE ------ ;;:.. PENETRATION CUT AND OVERLAP ONE SIDE OF— i SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REWIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES i=NT 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 �SE-ADHERING MEMBRANE WI LAYER •I, STUCCO WRAP WR5 LAYER 4, FOWIF15ER BUILDING PAPER METAL LATH II SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE �— %a CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) RATION Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL (PfRAttl Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE FLANS (WR5 LATER 1*1, STUCCO WRAF) WRE3 LA1'E1R *2 (FORT11-15ER --'-.-.-'- 5J DING FAFEfiz) 1" 1TAL LATH X X X X STUCCO 1 4°...'. °..... WOOD OR -1/1ro" ZIP WALL S1=I�r4TI�IN� SELF-ADHESIVE FLASHING - - - - - NOTE: 1 ITAL LATH: LATH TO 5E FER SECTION R103.1.1 / )4ST1„C C-B--1-14a, 111N. 2.5 LE35- Ffig' 5�2. �'AfisD (UTILIT OR N01"11N)4L LATH DOES NOT 1IEET 5FECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV ee LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 310DEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH .FXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT D// 03 O1 21 ATE: SCALE: 1/4"=1'-0" f SHEET Y NOTE: IF ZIP S+-IEATPING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES P- r7- - o no I I I I I I BACKER ROD WRB LAYER "1, STUCCO WRAP HOE DRYER IN 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 IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& 4' CAULKING + JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plaster Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING LEGEND DRAINAGE PLANE (WRS LAYER *1, STUCCO WRAP) FRAME WRB LAYER *2 (FORTH=15ER - - - - - - - - BUILDING PAPER) METAL LATH X-X-X-X STUCCO WOOD OR -I/16" ZIP WALL SHEATHING SELF-ADHE5IVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / A5T1"( C-54-1-14a, MIN. 2-5 L5S. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) ELEC. METEF VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION �5E:ALANT '® TOP 4 SIDES a' CMU 68 DRYER VENT (BLOCK) .` BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. HI MAA I V Nr:CI=1vr: STUCCO SCRATCH COAT 4 1 COAT OF PAINT W15ACK- ROLL PRIOR TO ELEC. METER INSTALLATION OE C. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ,11'' A')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER GAN OR METER CAN COMBO OR METER CAN AND D 18CONNECT C TRIC AL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT SRANE BOX, FACE EDGE CUT SUCH NO MEM ENTERS APPLY TO APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5T E F *'3 -1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER 41, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 7/8' TEXTURED f —FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER • 7' O.G. MAX Ye' TO ) , MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY 78 HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER Box AND OVER APPROVED WRB LAYER "1 STF #2 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5TF 09 ELECTRICAL WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T F #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TF #(o RECEPTACLE Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL7BDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 rscxa. i 03 Ol 21 DATE: / / SCALE: 1 /4"=1' — 0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *12 (FORTIF15ER — - — - — - — — PUILDING RAPER) METAL LATH x x x x STUCCO L- .. .t a... .+. WOOD OR -1/16" ZIP WALL ePEATPINC; SELF-ADHESIVE FLASNINGz — — — — — 2 1/2" 14B)CORNER BEAD CORNER BEAD (FASTENER E SPACING Q 1" O.CJ 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTL`r TO MASONR`r C BLOCK 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 SL7BDIV. & LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C [STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 03 Ol 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET X 2x6 SUB -BAND W/1 "x4" NOTCH 9 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU �1 11 II II I 1 I 1 I 1 I 1 / 1 / 1 METAL FASCIA 1 WRAP Yell FROM 11 STUCCO, 1" FROM 1 WOOD WALL 1 EXTERIOR WALL 1 1 (FRAME OR CMU) 1 1 \\ NOTE: NOTCH FOR 2X6 \�\ SUB BAND ONLY \ \ METAL FASCIA WRAP 2X6 SUB BAND ni 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING ff OR CMU :f WRB LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER C -RAME ONLY) ROOF KICK OUT REMOVED 11 FOR CLARITY TROOF DECK (BEYOND) 1 DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) \\ \ I �1/8" TEXTURED FINISH \\ 1 / WOOD, 1/2" TEXTURED FINISH 15) CMU 2x6 SUB -SAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK ®I METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL AN A ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 'x4' x4' -m" SCABBED TO TRUSS W/126 NAILS 6"-8" O.C. MAX. 2x SUB -BAND W/>y"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL C) WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -RAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND wnl "x4" NOTCH -8 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT is ROOF EDGE OMITTED FOR CLARITY Reviewed for Code El Compliance Unwersal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #:0003325 SUBDIV. de LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 DdODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 03/01/21 SCALE: 1/4"=V-0" 39,_8„ 12'-4„ 4' T, 4, 1T-411 - - -Ej 10'_0„ FM-12X12 16'_0„ , 3,_4„ 10'-4„ N eo 4' CONC._ 00 I X W� SLAB XaI io co N d 12� I� °a �I 3 � vl *:3 1/2" — '— — EXTEND — —1-12X18 I - SLAB 1 /2"El 1.1 I I I I. "v 2z C) O v . `n 1 1.1 I I v m 0'1 I' TOP OF N I , SLt AB M X co N LL I L' r � I - Co IX N LO I. I . I 191_01, 5-0" 16_8„ • I 1 Iz 4" PVC I ' CHASE 1.1 0 ,,✓✓✓. , TE-1 JI Le 4„ CONC. w I SLAB 1/2" e *5 1 T, 8 , ``J 11 — io TOP OF 5 31_0.1E SLAB T-6" CD ■I N o � I W 00 - X W W - � o �I n rLL 1 EXTEND 110, 00 1.1 SLAB 1 1/2" 2 14" CONC.;�: m FM-12X18 U Co 1.1 SLAB a Wj N ., LL *3 1/2' � al I 5 1/2" 3, 5„ 5 1/2" _ --- so,— 0 2 -v7 1/2" 1 1 1.1 I L 1.1 FM-12X18 — 1'1 M FMC-12X18 — — — — FM-12X18— _FMC-12X18 o 7 �4 4 1.1 1., 10,_2„ 3.1 „ 2,_8„ 16_0„ 2,_8„ 14,_0„ 4-4- 21'-4„ 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT 11.1121INDICATES #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15.. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F rn = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 1 OF SLAB SUPPORTED X-0 O/C MAX. SEE PLAN FOR MM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVERr�� GENERAL 31/2" 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK_ WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 8" SEE PLAN 101, - (2) #5's - (+)0„_91 M 121 x12 12" CONTINUOUS 12" - (2) #5's - + 0"-0" M-12'x18 12" CONTINUOUS 18" - (2)#5's - (+)0.-0, M-16xl8 16" CONTINUOUS 18" - (2) #5's - (+)0"-0" F 1 x18 12" CONTINUOUS 18" (2) #51s VARIES lI - F-24x 24 24" 24" 12" s s 4S Ap SECURE STRAP TO A/G SIMPS❑N WB C❑NC, W/ T UNIT ROLL STRAP OR (2)-3/16 X2 EQUAL EACH AL @ E TAP -CONS CORNER OF UNIT C❑NC, SECURE STRAP TO SLAB UNITS W/ (2) #exl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL FOUNDATION PLAN SCALE: 1/4" = V-0" Reviewed for Code 91 Compliance. Universal Engineering. Sciences 2194-HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591' www.abdesigngroup.com AA # 0003325 CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 I; MODEL: 4EBB "1828-CALI" I41.1,ARAGE SWING RIGHT J.,.]PAGE: , FOUNDATION s PLANE r; II ,I I MAR 05 2021 t I MICHAEL C. ANDERSON I'j AR NO 1730;' f4 i ; ATE 03/01/21 SCALE: 1/4"=1'-0" SHEET SI Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0}-- SPACING REQUIREMENTS � F I i m U 00 J c Z V8"CMU WALL d C0 d ° SEE SLAB SCHEDULE EXT. PORCH SLAB L- A 4" CHAMFER (1-STORY) W/ 1/2" I . a 6" CHAMFER (2-STORY) SOLATION JOINT (WHERE 0 • ' APPLICABLE) z SEE SCHEDULE iv 4FOR WxD, BAR SIZE AND BAR QUANTITY +_ 0'-0'. TOP OF;aB BAR SIZE 48 BAR DIA: #3 18" #4 24" #5 30" #6 36" #7 42"' r,_"`EXTERIOR MONO -FOOTING SCALE: 3/4"=T-0" LAP P PLATE A MIN. OF 48 AND N W116d COMMON NAILS, 2- WS, 4" O/CBTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 LIDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT TOP OF SLAB 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1 /4" X 2 1 /4" TAPCONS SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLANS� PROVIDE BLOCKIyGC RE B7. PLATE TO VT d MASONRY NAIL AGGERED. L METAL NECTORS NOT UIRED WHEN NO FT IS PRESENT. SLAB SCHEDULE SEE SCHEDULE ' FOR WxD, BAR SIZE b D BAR QUANTITY c INT IOR FOUNDATION OD WALL SCALE: 3/4"=1'-0" (NO LIFT) 30" MIN. EACH WAY MONOLITHIC FOOTING P P W STEEL REINFORCING IN GROUTED .P o a CELL SEE PLAN FOR SIZE AND . , v r }} SPACING REQUIREMENTS L1.1 v ° W a FM O ' 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR b m Z v >I IN FOUNDATION WITH 30" LEG EACH +-0-0 $ ?pl WAY AT ALL CHANGES INDIRECTIONSU TOP OF SLAB I P " SO THAT THE STEEL REINF. IS CONTIN OUS v MATCH AMOUNT OF CONTINUOUS BAR VARIES 4 SEE SLAB SCHEDULE TOP OF GARAGE ° v. I , . •I� CONTINUOUS STEEL MONOLITHIC EXT. PORCH SLAB d 4" CHAMFER (1-STORY) ° FOOTING REINFORCEMENT SEE SCHED LE W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) i P' JOINT (WHERE APPLICABLE) i SEE SCHEDULE 4. WHEN TRANSITIONS ARF MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONO -FOOTING MONOLITHIC FOUNDATION @GARAGE SCALE:3/4"=,'_°" 2)EXTERIOR CORNER BARS DETAIL s SCALE.' 3/4"=1'-0" AP TOP PLATE A MIN. OF48" A NAIL W/ 16d COMMON \� NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO CCUROVER STUD LLW/PLAN w 2x4'OR 2x6 D BEARING PROVIDE BLO NG' 0 a WALL W/ SYP 5; U)I NEW REINF. BAR No 2 STUDS SEE PL S FOR SECURED W/2-PART 0f E R PLATE TO SL B W/', SPACING. SINGLE BT LATE } Q I EL EPDXY. MIN. EMBED 1/ `'x DGE ANCHOR 11�/ 2' TO EE PT. PROVIDE DBL. OP 8", UNO R SET IN HIGH STRENGTH PLATE F FOLLOW ALL MANF. XY 5-1/2" EMBED. MIN @ 16" OC _ SPECIFICATIONS FOR SIYVIPSON SPH4 OR SPH6 AX. /n Q USE AND I BTM AND TOP PLATE = Co H PREPARATION OF ANCHORS W/ 10d x 1 112" 0 4 HOLE. COMMON NAILS FILL ALL w tY HOLES, DO NOT USE 10d o r p _w x 3' D -SEE SLAB SCHEDULE O� oQce)Q + 0'_0" 4 TOP OF SLAB 4" CHAMFER (1-STORY) :e 6" CHAMFER (2-STORY) 4.�_ < EQ. EQ. SEE SCH ULE FOR WxD, BA IZE ADDING BAR TO AND BAR QUANT M NOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD W 67 SCALE: 3/4"=1'-0" (W/ U SCALE: 3/4"=1 -0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS <. w mMc 00 `r a � 0 O 8++CMU W%�� 1 +_ n,_m ° ^ SEE SLAB SCHEDULE Z _ 'ISOLATED COLUMN PAD '• CENTERED UNDER WALL AND cc POURED MONOLITHICALLY WITH -- • FOUNDATION AND SLAB 4 SEE SCH ULE "• FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P POURED LINTEL CONT. (TYP.) �0 8" CMU FILLED CELL (TYP'.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL 4" FROM'ENDS AND 16" O.C. VERTICALLY MAX' I INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" FOR NRY SET EV RECESS AROUND GARAGE (DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE 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 Q OF SLAB'�\° ..4 d 4. _ uWEQ.SEE EQ.SCHEDULE R xD, BAR SIZE AND BAR QUANTITY $ INTERIOR CURB FOUNDATLON WOOD WALL. SCALE: 3/4"=1'-0" (N O UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 30J INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 2`? mar .. .. .. ft All p W �W Ak A. i© SXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: ' DETAILS I I d 160 MPH EXP. STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AID NO 17305 N PRINT 21O1 DATE. 03 / / SCALE: 1/'4"=1r-01' SHEET S1P 1A oEo 0 O N m M o 0 vEl V `n i 36'_0" 29'-0" 0 27'-0" 25'-10" 17'_$1, n1 IF-] 11-11 Cl CV V i 2'-4 DOWEL PLAN SCALE: 1/4" = T-0" u� 0 N E o21 o M 0 M El 00 cc 0 � v i N El N wn El m 0 in Reviewed for Code 93 Compliance Universal Engineering Sciences L HWY A1A, SUITE 301 INDIAN HARBOUR BEACH , FLORIDA 32937 H: 321-802-3591 w.abdesigngroup.com 000AA#3325 9v3133DIV. & rEE CREEKSI PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL: _4EBB "1828—CALI" GARAGE SVPING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C 6y f MAR 0 5 LNDERSON KMIICHAEL C. AR NO PRINT 21O1 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET S1.2 q TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM' VARIES PER ELEV. ew ° °I" °. 4 ° d ° Q , CLEAN OUT REQUIRED X FOR INSPECTION Q m V °' I O l O Cl) 0'-0" FIN. FLR. ° ` TIE VERTICAL REBAR A. " TO HORIZONTAL REBAR W/ 10" HOOK z� Ma HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 181, #4 24" #s 30" #6 36" #7 42" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND F a� SPACING REQUIREMENTS mW cc _0 cc J - z 8" CMU WALL o 0 M. °. ° a ° A ° SEE SLAB SCHEDULE EXT. PORCH SLAB , 4" CHAMFER (1-STORY) W/ 1/2"ISOLATION ° 6"CHAMFER (2-STORY) JOINT (WHERE i APPLICABLE) Z ° MATCH STEEL 6" PVC CHASE REINFORCEMENT PER SCHEDULE THRU FOOTING iv r SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY i Ll :4' TOP OF SLAB' °.' a `Z W , °..4 ° . °4 0 ° °°° rh U ° a.° 4 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING SCALE: 3/4"=1 —T �ffwmn Me-, #5 BARS [Fill Eol �]o a 7 CMU UNIT DIMENSIONS L _ ' ARE NOMINAL SIZES OMASONRY SYMBOLS 3 SCALE:3/4"=1'-0" I ,r Reviewed for Code Compliance Universal Engineering Sciences 'AtmDIV. de LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEl • 4EBB "1828—CALI' GARAGE SWING: ; I RIGHT PAGE: I "4 DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. AMIDERWN AR NO 17305 DATE: 03/01/21 SCALEc 1/4"=1'-0" SHEET S1. 2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSESTO 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, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS: 7: BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE'4" NOMINAL BEARING (4.1 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8"LONG, WITH WASHER @ 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 U-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L.= BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH /T:O = T P OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. =,FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1),#5 N/A — ROU ED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES LIFT BEAM PL SCALE: 1/4" = 1,-0" ■ Reviewed for Code R] Compliance Universal Engineering Sciences PH: 321-802-3591: www. abd esigngroup.com AA #: 0003325 ILI' P A! t , CREEKSIDE x PHASE 2 LOT #94 [GARAGE OJECT# 321.200 094R1 DEL 4EBB "1828-CALI" SWING: RIGHT PAGE: LIFT BEAM PLAN AND. NOTPS ,160 MPH EXP. C FLORIDA 1 J �j MAR 0 5 20:: 2j.�1 a�ikt` 11.Fz ��®A7 03 01 21 L DATE: / / SCALE: 1 /4"= V- 0„ SKEET S 2 f aV #5 CORNER BAR W/ 30" LAP FOR COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK - L_I L--- 11L 173;�TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 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 (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BONE) BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BONI) BEAM COINCIDE WITH A LINTEL THE BOTTOM 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 TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16'I DEEP. 8x16 DBLBOND — ' BEAM W/ (1) #5 BAR EACH COURSE Bx8 BOND WS(6) 5 BAR BOND BEAM F F = FILLED W/ GROUT 1 (\A� U =UNFILLED GROUT SOLID FROM \O NOMINAL LINTEL TO TOP OF BOND /� ' WIDTH # OF #5S, IN 2ND BOND BEAM. IF FILLED LINTEL. BEAM COURSE _ 1 6-1 T/1 M/OB 8x8PRE-CAST CONCRETE NOMINAL �� LINTEL W/ (1) #5 BAR (1-2)$ HEIGHT LENG EH OF BAR = WIDTH OF # OF #5'S, TOP OPENING -2' IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR THAT XFXX - 1T11M10B INDICATESA DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX 1T10M/0B INDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (1-1) REFER IT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATIONS AND XUXX 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST4. e31h4' WINDOW SILL z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION A SCALE: 1 1 /2"=T-0" TYP.8"x16" m BOND BEAM T BOND t�5 #5 4 OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION — — TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 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 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE-145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX MIN 1-1/4" EMBEDMENT SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL zoo STEEL REINF LI2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BILK. EA. END 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" Reviewed for Code Lu Compliance &ZAUniversal Engineering Sciences STEEL REINF. OF BOND.BEAM DIVIDE #5 BAR OF EACH SIDE BOND. BEAM Cps LEVATION CA E CHANGE IN 7 ELEVATION OF BOND BEAM 2194 HWY A1A, SUITE 301 INDIAN'HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.coni AA #: 0003,125 d, s' t IN t� 1 f I F F� t f 1 t 9 6 � E,. V � I ry R r, g v �5ek. LOT: y CREEKSIDE . PHASE 2 I LOT #94 �'r s ;EiOJECT# �04321.200 094R1 MODEL: 4EBB "1828-CALI" A►RAGE SWING: RIGHT �a1 S �1 ) el � � r N 3 TSTATE OF FLORIDA AU4& 696ERSON AR NO' ,"c s : 03 01 21 DATE: SCALE: 1/4" SHEET S2o1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SU8 8/8-013 16-1TAB 0-1T/OB 1TMB 1T/OB 2-1T/OB TYPE LENGTH 8�8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/WIT MIl-IT 8/24-1T 8/28-1T 8W-1T 8/8-ZT 8/16-2T 8n0-2T 81124-2T 8126-2T aW.Zr 8/8-1B 16.1T/1B 1T/1B 1T/1B 8-1T/1B -1T/1B 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3'$" PRECAST 689 1024 3'$" PRECAST 1569 3524 4N4 =3 6132 7001 1569 3524 4394 5263 6132 7001 2465 6113 6385 T108 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5597 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4VO 5326 6079 1961 6113 1 7192 =4 7627 8751 1363 3000 3815 4570 6325 6079 4'-0" PRECAST 819 533 1770 24M 3033 3666 4300 4'$" PRECAST 398 591 4'-W PRECAST 1207 2582 3375 4043 4711 6379 1625 5743 7547 6752 8541 7505 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2560 3123 3686 4249 5'�" PRECAST 411 411 5'-4' PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7198 7342 5780 6259 1016 2276 26M 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 8038 WA8 5778 929 2080 2593 3107 3820 4133 6'-0" PRECAST 692 1139 3227 3031 370 461 383 Mel7 6'-6" PRECAST 410 721 6'-0' PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8823 835 1888 2329 zM 3251 3712 T-0" PRECAST 570938 2498 2205 2�8 3191 3885 7'-0" PRECAST 303 534 7'4r PRECAST 716 1181 14 tt43 2 938 2498 3408 4864 7067 8472 727 16262 4 2025 2426 26 2827 323228 9'�" PRECAST 428 633 1593 2204 2481 2818 2621 9'�" PRECAST 192 384 1 9'�4" PRECAST 454 586 767 we 1129 1310 639 1674 2298 1 3081 4099 4899 672 1318 1643 1969 2104 2519 19-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'�" PRECAST 151 301 10'-6" PRECAST 356 488 612 765 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'-4" PRECAST noy� 544 1312 1742 2252 2868 3830 11'-4" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 1312 1742 2252 2868 3562 Ogg 1042 1372 1 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 567 698 783 507 1210 1696 2048 2586 3171 440 940 1300 1580 1314 1478 1T-4" PRECAST 270 433 1046 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'4" PRECAST 393 484 575 645 414 1045 1385 1732 2316 2805 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 INS 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 380 443 526 609 390 978 1272 IBM1950 2389 378 717 981 1192 075 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED _ 239 422 SW 628 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 387 464 574 884 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T�4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 Ir-4" PRESTRESSED 187 326 355 451 587 680 300 866 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 738 959 1200 1487 '716 166 429 _ 623 am 950 1098 21'�" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'�" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1188 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0' PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 185 550 784 992 1203 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24,-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED — 124 174 245 302 380 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE AND CASTCRETE MAY 2015 - ALL PRECAST PRODUCTS LESSER EDITION. ARE TO FROM BE INSTALLED "SAFE LOAD TABLES" PER MANUFACTURES BY QUALITY SPECIFICATIONS 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST - PROVIDE PRODUCTS BY OTHERS TO MINIMUM 4" OF BEARING PAST MEET OR EACH EXCEED SIDE VALUES OF WINDOW STATED OPENING ABOVE PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance niversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #94 PROJECT# 04321.200 094R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON IllIf AR NO 17305 PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" SHEET LS 2e2 Aj n FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/211 HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5.I LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6.' LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, 17711 ° x 2 7/8"I 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 U-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 S INTERFERENCES WITH TRUSS GIRDER/TR W/2X6 BO CHORD TRUSSES W12X4 BOTTOM CHORD ACCEPTABLE FOR FIELD CONDITIONS SUCH A WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND 2x4 SCAB TRUSS ,BO NAILS OM TO "- DIAGONAL BRACING/BOTTOM ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE END JACK CHORD W/ MIN (j 1od CHORD BRACING THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. WHERE APPLICABLE NAILS [-Oil EAC CHORD CONNECTION T1 DISSIMILAR BOTTOM CHORD BRACING @ END TRUSS MANUFACTURER i ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN. 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND 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. DISSIMILAR BOTT M FOR EACH CHORD CONNECTION BRACING @ MID RUN CGNNECTORSCHEDVLE I CONTROL DATE: 01/27/2C20 MIT1k USE AMPSON I Idlek"I AHMPSOl DES. UPLIFT GRAVITY BES. UPLIFT GMVRf ""PNER FASTENER HTA 1618. 1625 MFA-16 145E (8)FOG XIll/2"1-PLY,(7) HASJPLY, fMBER4' (8)1Do x,11/2"1-PLY,(6) led 2-PLY, EMBED 4' (21 ETA 1o18 2430 -(2)META-16.. HB85 12)I0d k 1112"IMPLY, EMBED6' (III1Cd x11/1' H NLY, EMBED4" REPAY 16 1870 HRA-IC 1810 (30)lOtl 11. 1/2", IB) 1.17 PLY,P M8 E04" FEC IT, x11/2"1-PLY,(9) 1M 2-PLY, EMBED 4` ETA 20 ]O]0 MfTA-%11 1810 10)10tlA 11/Z".(&)IN $-PLY,LMBfD4" (9)1.1PI I/2"1-PLY,(El IN 2.ELY, EMBED4" (2)HTA.20 2430 (2)ITETA-20 ]OFF (12)UPS N 1 LIT%1-PLY EMBED4" (101 led x 11/T' IDLY, EMBED6' 21W (10) led 2 PLY EMBED4 - (1216d 2.PLY,EMBE04" LUGT2 1655 LGT2 I'll BLXI$)1/4%3 W tl6 R H,An M1 WOODI16110G (7)-1/4 21/4"TRENWCOD(16)1fid WGT3 GA. LOTS SD525 3480 - CONC(413/ RE W1dge-BOI,.1N1YI NWAND(I2)WS15 (121 ELY 1/4'3"TO GIRDER, (4)3/8"x5"TITEN HOTO WALL DHTA20- 2430 DETAL-20 2480 (16)-10dx11/21 PLYALTERNATE USE OF Di HTA-20ACCEPTAa4F (18)-TRY 1112, 1INIALTERI`NTf USE OF (2) HETA-21 ACMr ApE . MUGTIS, 3945 MGT♦ 3965 IT 518'• A T.R. I N HIGX STRIP B I IT IPO%Y(MIN . 12 EMBED),(22) 101 TO WOODI (2)5/8 0. R. IN HIG H S1 R k BOTH E. PDXY JOIN 12 N NEED), (22) Od TO WOOD FUGT3, 95]5 HGT.2♦ IFFER WOOD IN Tied, MA50NRY 1213/4 A. (213/4ATD. IN X G H STRE NGTH E POSY (MIN, 12 `1 NEED) 06) led TO WNO FUGTP T NEED HGF3♦ ]Do. WOOD F0 too, MASON RY RB 3/4 ATR (2)3/4 A.TR. 0 HIGH STRENGTH£PDXYIMIN.I2 E BEDI(1610d TOW000 LPTA 1510 PARAlIfLTO WALL 14]O P ERPf ND CUPOFITOWAIT LTA2 1210PARALLf ] 21OPERPENOICULARTO WAIL LTOWALL (I0II3dxll/2 (10)I0d x 1-1/2' MUGT15 3945 NET READ 1115/8" ATR IN HIGH STRENGTH fPO%Y(MIN.12"EM8EDI,(4)Told TOP/(6) led FACEA121 TOd BACK OFTRUS5 (TOPS AT.R. IN NIGH STRENGTH EPDXY (MIN. I2 EMED(16)SEE 1/4 0 HUGT 95]5 (2) VGT 7185 (2)S/0"A.T.R. IN HIGH STRENGTH EPDXY JOIN, IV EM95 IS, (8) I N (2)5/8"A.T.R. IN H IGH STRENGTH EPDXY (MIN, 12"FMEDI. 02)551/4x3 MTW 12 SEE M11-12 SAY (141111 N 1.112',(14) 1Rd 114)led X11/2' NEW I6 1355 HT546 1310 (16)1Otl X 11/2",(16)FLY (16) FEN X11/2 HEW 20 135S HT3.2O 1M0 (24) Im A I F/R', kol TEE (")IUd xI w, NEW 24 1355 HTSQ4 1310 (24)IRS a 11/2",(20)led (24)I0d x1112" LSTA 12w 930 LSTA 12w E15 IM)HU (1O)1M LSTA 18w 12U5 LSTA-18w 1235 IT41ION - iMI Rd. M1l'A-18rf 1310 MSTAIB,a "I, (14)led (14111N MSTA-24„ 1640 META 24w BERN (18)led 1, (18)1W �R META 3016 2065 MSTA.30w 2050 (22)ITS (22)1W MSIA-36f, 2➢65 MSTA MRY BEER ('CI Rod (26)1W Flea§1 KSTI236 2765 MST I-3fi 38CU (36) led %1112 FEE) IEtl S,DE XI1O40 MEN MST-0B 5070 (48). 111 X1'12 (48)I0d X11/2 LFTA6 N80 Hn mss p6)ad x,l l/2,p6)8tl) 19) AN TO PLATES 18) 9diO STJD5 wi4 EYE sV4 825 T HC1FdnVDs(6JINTC1.1 (ICI( 1// 04dlis MINI 5251N 119HERM AN4 AID (4)8dx1y11/2"IPd 'OREAM,14)x11/2"TOPOST. (4)ad ll/2"T04EAM,(4)8dx13/2"TOR)5T: H HIM FDO H112 59N (10)111q 21/2" TO TRU55,( 10) IW X I Do" TO PATE (12)Iod%I1/2'' HTl6A 1020 X]OA ]040 (9)1Nx ]/2" TDTRUSS.(8) IN% 11/T'TO BOXES (18)led Xll/2" MUGT1i&PH04A 4111 VGT.&HDN4 PENT (2B)lOtl OTPUSS�(] 0) W53 WOO➢SCREWS TO POST W/5/8"TH HEADED ROD (16)-NOS114'RE TO WOOD, (10)SD51/4"x21/2"W THREADED IUD,(2) NUTOWPUFFRO PLY MUGT15&PH. 4115 VGl&EDGE PENT BB) 10 (SO W53 WOOb 5CRfWFTO FOSTW/5/8"THREADED ROD (16)SOS FA[ X"TO WOOD, (3)3/4"STUD BOLTSW/ THREADED ROD, 12) NUTS/WASHFR/2PLY, PAU44 2535 6]G$ ABU 443 23CU ]]50 (1)55 i. R:INHIGH STRENG TH EPO%Y,(MIN.]" EMBED) IN OPEC.,(12)16d TO WIXIO (I) SM AT If. IN FIGH STRENGTH EPDXYIMIN .]". EM E D.) IN COC,(22) 16d TO WOOD MIA, 245E TO.. ABU 6M 2190 282Mj1T8/B"AT.II:INNILXSTRENGTN EPO%Y,(MIN.G" EMMD)IN CONC.,(12116tl TOWOOD (1)S/8"A.TD. IN H IS H STRENGTH E PDXY,(MIN G F ROD) INCNC., 12116d TO WOOD 1119iw. 1205 LTT39 r„ 1330 (1)ElA.T.R. I N H HEN STRENGTH EPDXY, (MIN .I" EMBED) IN CONC,SIDE TO WOOD (1)3/4"A.T.R. IN PIGH STRENGTH EPDXY, IMIN.] EM E G) IN III C;(DEW TO WOOD ITS20Bti, 1101 1IT10- 1500 (1)3/4'A TR IN HIGH STRENGTH FPO%Y(MIN.T' EMBE UPN(ONC.,( RI III x 14/2 TO W000 11)1/2 ATR IN M IGH STRENGTH EPDXY, IMIN:] EM f D, IN CO C..,(IU) 1N 10 WOOD ,'Be qIW MTI'4 445E (1)SIR" ATR IN HIGH STRFNGTF EPDXY (MIN T'EMBED) INGONE, (10)1N%21/2 (l5/8ATR IN HIGH STRENGTH EPDXY (MINT EMI D IN CO N C,(26 ]60%2] 2� /BA HSTRENGTH EPDXY I ) t 1/2 11H4011, 14395 HPOSOII.SDS 110R1. (I)I`BATR.N HIGHHST0.ENGfH EPDXY, (MIN EMSEDIEN TONGf(241WSiA DMESCREWS 111A T PRREFRESH STRENGTH EPDXY,MNIOEE3ED)INCC NU, A ES Yex 2 W ACOD SCREWS. PH054 6525 HD]B PUTS' (115/e"A.B. IN HIGH STRENGTH EPDXY. (MIN T' EMBED) IN CONC.f]4) DES WOOD SCREWS I11G/e"A.B. UNREST STREPGTH EPDXY(MINAEBEDIIN COI Ca 13)3/4 RUDBOLTS TOMOU TD%B 7R70 (1)]/8"AB. IN NIGH STRENGTH EPDXY, IMIN.T". EMBED) IN EDEN(3)]/0"$IUD 9011113 OOD GEMIN 12U 2'ED 7130 3MEEA 5fi/1125 34]5 533D (R)/B)BDLTWMIN6"EMBED&NOTLf55 TNAN )ROM IGOI DI LUNC W/3/4"DIA FEW RAM SET/REDH EAD DINA O FSLEEVf ANCHOROREO W/MIN5 FMBEDINSTALERGICY_(14)]NATIOIST II)314 ATR. I N HIG H SIR F NOT H E PO%Y,(MIN:6]5 EPDXY IMN6Gi''fMBFDM6H111NLM.J.EACk (f8 MBEDME.) ITS TOB INC M III TOP, Ii'll A T R INHGHSfRFNGIN M HUS41[]f 361E 27,C Oa W.) HUSU12 WOOD 343E 2"SNEP1% 322tl`IZSSI (10) EPA HEADER, (]O)]CN TO W000 (10)16tl TO READER, (]01]&I TOBACCO 332E (12a15) PCONG"(CMUI 1950 TOGA FRED 45M WOOD.USµ((20W535CREW6,(10,(10) INS TO WWO (18)1/4 x2-3f4.. TITEN 19 PfR FANGFIIOCM'J (lE) )tl IOW 0: XD21011F CMV) ED21I B:3 1950 M.18N. S02 ) 44W WOOO. JSP 20)3/]G""iAPPER6 (1011Ni0 WCO0 (19)1/4"x2-3/4'TITEN (9 PER BLANDER TO CMU, Q01W TO O: )CMU) 2G&5 a60� 1EB ) IBCV 45W (HB1114" B N535CRfWS, 11011N TO WOOD.USPQO)3/16"" TAPPER.(10) Led TOWOOD (18)1/4e23/4"TITEN (9 PER FIANGF)TOCMV, (30) NTO WCO LG1wS1 2125 n2fi.Lsv I4.In 5595 (4)3/8'$4 Wedge3ot+ An eH ors, MOD (4) WAS WOCDSCRfWS (4)3/ex4 TITEN HDANCHORS G PER FLANGE) TOC U,O)1(4 2-1/25OSSCREWSTOWCOD 175 O U O IS q n a � N O Ud LL O J Z Z U Q m F] � O S U i U 0o °mo � N O ILL J Z Z U Q O m Q o � 0 U �b 00 09 m Q N Oca) LL J Z < U Z Q O m o� O U Q ca FRAMING SCALE: 1/4" =ii V-0" I PLAN LED h Reviewed for Code Compliance Universal Engineering Sciences a 1 2194 H WY A1A, SUITE 301 I INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigrgroup.com k4! Y AA #: 00 3325 a, pt4 Al � �1 "7 r I MI Y k� r S � rI 9 Hi SE r N ) j hl ) t, rj Dd sysDlV. 8e LOT: CREEKSIDE PHASE 2 LOT #94 E PROJECT# 04321.200 094R1 MODEL: a 4EBB "1828-CALI" cnciF GARAGE S WINrM,, a F. RIGHT 'wmvwaY`w i PAGE: F i.ry u�jl �' 11 zl FRAMING L160 PLAN r MPH EXP. J STATE OF FLORIDA MAR 0 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 OlI 21 SCALE: 1/4"=1'-0" SHEET S 3 70 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2" NAILS TO TRUSS PLYWOOD SHEATHING, SEE FLOOR "ROOF/WALL/FLOOR ',B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING SHEATHING (12) 16d x 1 2" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP,, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 1 Od x 3 �' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 g" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW I AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1 a 1 b 1 c GIRDER SCALE:3/r'=1'-0" CONNECTORS) NOTCH DEPTH 1/4`D o HOLE EDGE >5/8" HOLE DIAMETER' < 2/5`D SGL. STUD OUTER 1/3 SPAN ONLY 4PLATE HOLE EDGE >5/8" HOLE DIAMETER < 3/5"DDBL. STUD STUD NOTCHING q AND BORING LIMITS V .SCALE 1 1/2"=1'-0" ENGINEERED WDOD TRUSSE PLYWOOD SHEATHING SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP 92 2" x 4", (9) 1 Od x 1 12" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ I Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED I q ADDITIONAL PLY MAX. TO CONJUNCTION ITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2 5 GIRDER TIEDOWN 3 WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS q; > �'x 2 J'TO GIRDER / B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2, 2x WOOD F SCIq J (2) z" x 5" TITEN HD TO CMU AND (18) SDS 14" x 3" TO GIRDER SEE ARCHITECTURAL C (2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W (3)16d (2) 2" x 57ITEN HD TO CMU AND (18) SDS 4" x 3" GALV. COMMON 1x2 SECURED V NAILS. I/ 10d'' MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV COMMON NAI S 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 MIND TYPICAL ROOF 2a 2b 2� GIRDER CONNECTOR(S) SCALE:3/4"=1'-0" 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 V 10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED:LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOC TION MAY NOT BE REQUIRED BTM: CHORD OF1 WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C —� END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30 1" TO 60'-0 (3) "X" BRACE (1) 'X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH. STRENGTH EPDXY6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d s 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4"=V-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 80 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. Reviewed for Code 93 Compliance Universal Engineering Sciences ALTERNATE MATERIALS SCALE: 3ke=1, 011 1 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com w, AA # 000'1325 i w R � a i k� ty SUBDIV. xxn� N,„ CREEKSIDE PHASE 2 LOT #94 'PROJECT# 04321.200 094R1 A&%j"M;j.Z � 4EBB "1828—CALI" ;aG"TARAGE SWING RIGHT Ik G E: i E I I� I r; DETAILS ; STATE OF FLORIDA MAR 0 5'2021 W11CHAEL C. ANDERSM AR NO 17305 PRINT 21O1 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET S3. 1 A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY T' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX ® PRE-ENG'D WOOD TRUSS (TYP) (0 24" O.C. MAX o FOR STRAPPING VERIFY W/ TRUSS PLAN -Z: :J= CONC. POURED --- LINTEL COURSE CONT 2x4 SECURED W/ (2)10d's @ EACH TRUSSTO BE INSTALLED @ 10'-0"O)GMAX. GABLE END BRACING WI PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 9 Reviewed for Code Compliance ' . Universal Engineeriny Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd esigngroup.com AA #: 0003325 i • � gi �`I 7 i r"m r u R Z REM Sy ST,JOD177. lya Y.O A I7 CREEKSIDE PHASE 2 LOT #94 y 2n'ROJECT# 04321.200 094R1 MODEL I r; 4EBB "1828—CALI" , . AGE SWING €3� RIGHT i 1 DETAILS � to SATE OF FLORIDA x; 6.a es p1 MAR 0 5 2021 MICHAEL C. ANDER N 4= AR, NO 1730 �I 21 03 01 DATE: % % SCALE: 1/4"=1'-0" SHEET S 3.1 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) - TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 97 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE CENTER (2) "X' BRACE DIVIDED EQUALLY STIFFBACKAT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR "` ___ - —� SHEATHING FASTENER SCHEDULE" SEE TYP TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=1'-0" SIDE VIEW VTCR SPACING (1) AT EA PRE—ENGINEERe_v VALLEY TRUSS CONNECTION SCALE: N. I.S. 2194, H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ,_yem " 3 8 &Ji3DIV. BC LOT: . CREEKSIDE PHASE 2 LOT #94 - �i�oJECT�j: �. 04321.200 094R1 DdC 4EBB "1828—CALI" GARAGE SWING:; RIGHT i . PAGE: �a r. DETAILS l v' MPH EXP. C MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 I:n� rd.�:�.udscr i 03/01/21 Reviewed for Code SCALE: 1 /4"=1 r —Orr Compliance Universal Engineering SHEET 93 Sciences ;;,`/\1�'' C:1 S 3 o IC GABLE - END yr R &VA R ♦♦♦ ®I ♦ ♦ 4 HIP .. ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e; = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) ' A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM R n o F l 1/VA 1 I/ F I n n R FOR ASPHALT SHINGLE ROOF, USE MIW&W'STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXID 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bid RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. GENERAL NOTES: : ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. A R C H IT E C -T. S - - STRUCTURAL DRAWINGS. SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT is PROVIDE 6%AIR ENTRAINED CONCRETE. EXPOSED TO EARTH OR WEATHER NON -BEARING WC ' ARCHITECTURAL DRAWINGS. FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOTSHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ' ON STRUCTURAL WINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020 7th EDITION ALL WOOD FOR B - A DRAWINGS. ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILL; - lesip FOR :STRUCTURAL .CONCRETE, TMS402/602-16AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ON-GROUNDWHERE INDICATEDON ELASTICITY =141 �r(,u u.c DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREA -. '. FORMWORK: SHALL BE RATED April 19, 2021 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE T -. SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALIT, CONCRETE BEAMS, SLABS, COLUMNS,' WALLS, REASON SHALL B EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT. SHALL BE Planning & Development Services - EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE Building & Code Regulation Division ALL DIMENSIONS AND CONDITIONS MUST BE. VERIFIED IN THE FIELD. DO NOT SCALE THE 2300 Virginia Ave, DRAY INGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: .:MINIMUM NAILING. gi TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS Fort Pierce, Fl. 34982 OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID E - (772)462-2172 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. - - THE STRUCTURE 1S DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOC RE: Permit SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOC D.R. Horton Homes DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, Creekside Lot 94 - TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL Response Letter THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED STRESS -GRADE L. REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS - SEALED BY A PR( AND REINFORCING STEEL: - For the above listed project, the plans indicate 7/16" roof Sheathing on Sheet SN1.. DO. NOT SCALE DRAWINGS. THE CONTRACTOR SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR CONNECTOR P '. -, This iS an error on the plans. Thecorrectcallout Shall be 19/32" Sheathing thickness and 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 E, MEETING THE RE, '.. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE the correct reference for Wind pressures is ASCE 7-16 reference. '.. DESIGN. LOADS: r W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICA - CONTRACTOR SHALL. SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION HORIZONTAL STANDARDS FOR ' .AND VERTICAL BARS SHALL LAP 6 x BAR NO.. UNSCHEDULED FIELD LAPS ARE. SUBJECT TO ENGINEER'S COMMENTARY A4 ROOF:. LIVE LOAD FLOOR LIVE LOAD 40 psf REVIEW.. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" -#6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent '.. #5 BAR - 30" #7 BAR - 42" TRUSS PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS ONS WITMANUFAH LOCATIONS WITH DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS( 15 psf TOP CHORD 20 psf TOP CHORD _ (7 psf w/ ASPHALT SHINGLES) (10 psf, w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRF 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 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SH BALCONY LIVE, LOAD 60 psf WALL TRUSSES/GIRDEF STAIRS LIVE LOAD 40 psf WIND DEAD LOAD MPH 3- SECOND GUST RUNREINFORCINGBARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR L, (ASCE 7-16 (FBC R2020)EXPOSURE. C, RISK CATEGORY Iq '' FBC R20 0) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATION: LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 1 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 STR', AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf,PASSENGER WITHOUTTHE APPROVAL OF THE ENGINEER. '. STRUCTURAL ENI VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: - PROVIDE ENGINE, Should You have any questions, please feel free to Contact rile. 40psf MASONRY:. '. PLAN SHOWING C _ MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF. THE "SPECIFICATION LICENSED PROFS Slriceiel y, SHOP DRAWING REVIEW: MASONRY STRUCTURES" (TMS402, BUILDING CODE, REQUIREMENTS FOR MASONRY 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'', CONSTRUCTION OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE PROVIDED YOTHI COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO S' ALL: SHOP. DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN. CONFORMANCE WITH ASTM C-90, GRADE I'm = 2000PSI. BLOCK SHALL BE PLACED USING OF THE DELEGAT AND CLADDING V 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 ALL TRUSS TO TF OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE: PROHIBITED PLACING. CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL. MASONRY CELLS SHALL COMPLY WITH _ SHEATHING H A H G WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES,. THE CONTRACT ASTM C-476,.AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000:PSI AT 28 DAYS, UNLESS - J- - E" -T- " I N V .SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" Michael C. Anderson WRITING WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION Florida Architect #AR17305 FASTENER SCHEDULE WRITLNGBYTHEARCHITECT TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: NAIL REQUIREMENTS TYPE"M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL. BE SIZE HEAD LENGTH DIA: TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 ` RING (16-20 RINGS SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-O t SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: Bid NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: Bid NAILS @ 4" O.C. ON EDGE AND4" O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.G. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES V Ua ZU) w J z Z CD J Y W z LL = z U z O 1 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 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 �S C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTFJREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING. PROPORTIONED' AND MIXED AS OUTLINED. UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST95% OF THE. SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN.ACCORDANCE VVITH ASTM D-1557. TREATALL CELLS TO BE. FILLED. 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL32937 Phone: (321) 802-3591 SOIL FOR TERMITE PROTECTION. www.abdesigngroup.com THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS. AND/OR VERTICAL REINFORCING. - -. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE r 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 F MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIT'EMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. - STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE:.. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL. STEEL FOR BUILDINGS, 1 �IUMDIV ... 8G LOT: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM I` ?' CONCRETE SHALL ACHIEVE: MINIMUM 28DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W SHAPES. STRUCTURAL TUBING SHALL BE ASTM CREEKSIDE A5001A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = Fi 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. PHASE 2'. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. k _ ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE NUT LEVELING. ALL LOT O r•1•I n CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO R L 1 e�7 `t OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS O CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +1- PRIOR TO THE ADDITION OF PLASTICIZER: + I SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. > CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, I x7 iE2OJECT+�: ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL.i I1114321.200 094R1 ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN '. �,, WATER iS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT. EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN.90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY t 4 E B B NON COMPLIANCE WITH THE ABOVE "1828-CALI" ky ' REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOWS: GARAGE SWING A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: ' RIGHT E' 1-11TFOR#5 AND SMALLER 1 RIGHT hl T FOR #6 AND LARGER I I' C FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS i �VsAGE: 1.112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS L� r i I k3 DETAILS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTE ERS FASTENER 'APPLICATION SIZE .TYPE SPACING REMARKS APPLICATION SIZE. TYPE SPACING REMARKS ix2 PT FURRING TO CASE HARDENED COIL I 8" O/C,i BUCK GARAGE DOOR B IA" DIA TAPCON MASONRY B" 1 1/2" EMBED., 4" END DIST., MASONRY I CONC. NAIL 1 1/2 LONG.. TO MASONRY/GONG.. NO WASHER FASTENER O/C 1 1/2"EDGE DIST SGD,AL. EXT DOORS CASE HARDENED COIL 9" O/C WINDOW/DOORf FASTENED GARAGE DOOR BUCK . 3/6" DIAOR 16" ( O/C 3/8" DIA) 4" EMBED 4" END DIST. 1. PT: SEE NOTE S NAIL 1 1/2 LONG. STAGGERED INTO MASONRYICONC. TO MASONRY/GONG. 1/2 DIA' EXPANSION BOLT 24" O/C (1/2" CIA) ., , 3" EDGE DIST w/ WASHERS+ WINDOW BUCK CASE HARDENED (:OIL - 9"O/C OR/ WINDOW/DOFASTENED METAL STRAP TO /+ Sp CONTACT THIS ENGINEER FOR PACING Ix PT, SEE NOTE NAIL 1112 LONG., STAGGERED INTO MASONRY/CONC. MASONRYJCONC' O REQUIREMENTS REQUIREMENTS EXT. SWING DOOR (2) 3/16 DIA, '"TAPCON' 18" O/G 1 112' EMBED, B" END. r NON -BEARING WOOD Ii EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WAS aFASTNER DIST, 1 1/2" EDGE DIST WALL TO CONC. SLAB W/ WASHER BOLT 24°GIG DIST., 3" EDGE DIST 2x PT WINDOW BUCK 0,130° PqF x 21'J .. o" O/C 4" END. DIST., 1 1/2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 � NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL. APPLICATIONS '. 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS 10 FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND./ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BEHILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER S SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE. STRICTER REQ.UIR�MENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDERAS THE DOO 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. Reviewed for Code E9 Compliance Universal Engineering Sciences ( L160 MPH EXP. C STATE OF-FLORIDA I' I' ) MAR 0 5 2921 I exi °3 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 O1 21 SCALE: 1/4"=1'-0" SHEET S�T �L V I TYP. EXT. SHEATHING ATTACHMENT Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT '. APPROVAL REVISION REVISION EXPIRATION DATE Product Model # Manufacturer Glass Description Method of Attachment Building Design Pressure Product Design Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a l 1/4" minimum embed. Into substrate. Locate anchors as FL17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Non Irr�pact' shown in elevations and installation details.For anchoring through frame into masonry (+38) / (-48) (+50) / (-50) Doors I /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry /concrete use 1/4" !!vv MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ FL15353.2 FRS ' 12/31/2024 Vertical Mullion 5764 Doors Non Impact 1' min. edge distance. Locate unchors as shown in installation details. (+38) / (-48) (+48.1 / (-48.1) FL15349.1 R14 FL15332.2 FL20461.1i FL16107.3 FL8248.11 FL14170.7 GT:1 fib R13 (R14) R20 2 R14 (R15) „ reviewed for Code Compliance ® Universal Engineering Sciences FL30310.1 R1 FL15216.1 R8 FL5259.1 R32 FL17322.1 R7 FL34546.1 R1 FL27076.16 R1 FL3792.5 R14 FL19567.2 R2 FL33919.1 R1 FL15272.1 R4 (115) FL16293.1 R3 FL16293.1 R3 FL17147.1 R5 FL13192.2 R6 fL1392.1 R7 For anchoring through frame into wood framing or 2x buck use 410 wood screws with sufficient length to achive a 1 '4 minimum embed. Into substrate. Locate anchors as shown in elevations and Installation detalls.For anchoring through frame into masonry MI Window and concrete use 3/16" tapcons %ith icient th o achive a 11/4" nimum "edge 4/3/2023 Fixed Window 185 PW Non Irr� act p embed. Into substrate w/ min 2 7/2 distance.tLocate anchors as n +38 ( ) / (48) +60 60 ( ) / (- ) i Installation details. �I For anchoring through frame into wood framing or 2x buck use #10 wood screws with L sufficient length to achive a 13/8" minimum embed.. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons wi_h sufficient length to achive a 1 1/4" minimum 12/31/2024 Slidin g Glass Door Series 420 Aluminum SGD' Doors p act Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+33) / (-41) (+48.2) / (-48.2) installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side Opaque single of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. 12/31/20Z1 Smooth Star Thermo -Toro N/4 Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (-47) door with transom 12/31/2038, Double Garage 16.2x7 73 W6 Clopay N/ A 3/8'. x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (+29) / (35) (+36) / (-42) PENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" CID washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with a 12/31/2023 Door (ALT) 8024 Wayne Dalton N/A 1 9/32" thread penetration into ,seasoned d wood supporting structure. P dry PP g (+29) / (35) (+34.4) / (-38.3) ) 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb 12/31/2023, Double Garage Series 170 175 177 180- Overhead N JA and d bracket location. 2 3 4 min edge distance. / + - 29 3 5 + - 34.4 38.3 (PENDING APPROVAL) Door (ALT) 185,187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia: heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge; approx. 1" and 13" from each end and 1/2" 12/31/2024 Roof IKO SHINGLES IKO Cambridge N� above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. k Miami Dade approved corrosion Iisistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in field. 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A 12/23/2023 ..Underlayment Polystick I RXE Polyglass USA N/A Self adhesive (Alternate) 12/31/2024. Underlayment WeatherMaster 100 Atlas Roofing Corp N[A Self adhesive (Alternate) 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive (Alternate) - 3/2s/zo23 Underlayment Weather Armor SB-1 APQG N/A Self adhesive (Alternate) 8/16/2021 Off Ride Vent B 770D Lomanaco N/ A Install per manufacturers recommended requirements. N/A N/A 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A install per manufacturers recommended requirements, N/A N/A ALTERNATE 12/31/2024 Soffit Variform Soffits PlyGem N/A Install per manufacturers recommended requirements. (+31.6) / (38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. 12/31/2023, Soffit (Alt) T2 Alside N/A (+31.6) / (38.8) (+75) / (-75) (APPROVAL PENDING) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in 12/31/Z021 Hurricane Panels 24GAGE Hurricane Storm N/A concrete / mason 2 1/2" min. edge distance 12' o c max. spacing. Can headed masonry, g � % P g� N/A (+47) / (-53) Less than 6' span panel MFG. screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A (+45)/(-50) 6' span or more panel MFG. screw or all thread but with wing nuts. - Zip System WalfSh@tithing Huber N 6/27/2021 A Install per manufacturers recommended requirements. N/A N/A SheathingI ` Install per manufacturers recommended requirements. James Hardie 12/31/2023 Lap Siding Cemplank Building Products, N/A Inc I Joists (2 Story ESR-1336 NIA 1/1/2055 B€I Install per manufacturers recommended requirements. Only) CCNTROI DATEi 33021 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.com AA #: 0003325 k 'UHDIV. da LOT: ST LUCIE COUNTY MASTER PA :PROJECT# MODEL: EXPRESS SHINGLE "eALRAGE SWING,,,. 7 ail � 1 y 160 MPH �I'yXl. ARCHITECT: STATE OF FLORIDA MAR' 3 0 2021 (B Ktl IHAEL C. ANDERSON AR NO 1730 ' PRINT ' DATE: 03.30 21 wt SCALE: 1/4"=1'- 0" SHEET P AI