The URL can be used to link to this page

Home My WebLink AboutBuilding Plans1 ..7^ au:Ts. ..: a u 1- Fax= (321) 73C- .. ^ STATE OF FLORIDA „__ DESIGN CRITERIA: ABBREVIATIONS REVISIONS CERTIFIED BUILDING CONTRACTOR ;a RIDA BUII.DING CODE, RESIDENTIAL, �dIDl1!ON (2020) " "ALL LOCAL AND STATE CODES ABV ADJ. ALT. ABOVE AIR CONDITIONNG ADJUSTABLE ALTERNATE LAV LUM. M.C. MFR. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER DATE ®Inb/la 01/15/18 DESCRIPTION CDS 155UEDA,C 2011 MC UPDATE DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 AMP BD AMPERAGE BOARD MIN M.T. :MINIMUM METAL THRESHOLD 0111648 CD'S RE -ISSUED 1430 CULVER DRIVE' NE PALM BAY, FL 32907CONC TEL: (321) (33— fry 092 FAX: (321) 733-7972 CONSTRUCTION TYPE -MIN. INTERIOR" FINISH -BASIC WIND SPEED -EXPOSURE -1-STORY RESIDENCE -2-STORY RESIDENCE - VB - CLASS B Vult=160 MPH Vasd=124 MPH - C - - MAX. HEIGHT AS PER LO AL AND STATE CODES CL CAB, Ci,G. CLA. CPT. C T D. DBL. D G DTA CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER MTD MTI, N.T.S. O.C.ON PI P.B. �, -PH. '' PLT. PLvwo. PR. P.T. MOUNTED METAL NOT TO SCALE CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED 02/!Il18 03/26/18 04AS118 06121/I8 02/19/19 62/2249 ---------.... --- _--- ---- SIDING ELEVATIONS ADDED -- - --- CD'S RE -ISSUED. FOOTING REVISION PER M. BOWES --" - GD'S REISSUED ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) PLAN MAINTENANCE DIM DISP. DIMENSION DISPOSAL R. RAD. ` RISER RADIUS 03/2&1'3 REVISED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: s �p•� I°. �. DP. DR. D.S.DOWNSPOUT DTL. - D.W. DEEP DOOR DETAIL DISHWASHER R.A.G. REF. RM. R.O. S.C. RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR 04/244S 04/24/19 06/12/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON (M REVISED HVAC VOLUMES ON SGIFT CALC SCHEDULE (MELE.) ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) MICHAEL C. ANDERSON AR No. 1 (ry 305 A.B. DESIGNGROUP, . . LLC 2194 HWY Ally SUITE 301 INDIAN' HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 - LIVING 1828 SQ. FT. GARAGE 430 SQ. PT. ENTRY Ib SQ. FT. LANAI 88 SQ. PT. TOTAL 2362 5Q. FT. A/C VOLUME 15120.S CU. FT. EA. ELEV. EQ. EXH. EXT. F G FX . F G FIN. FUR. FLUOR. FR.DR. FTG. GA - GAR DISP G.F.I. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT - S.D. S.H. SHT. SHTHG. SHWR. SIM. SL SL. STD.. SWS TEMP. THK. T.O.C. T.O.P. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE 06/2149 01A9/19 09/IIA9 10125AGJ 01/01/20 04/01/20 04/09/10 04IMnO ADDED LED LIGHTS a KITCHEN E 5ATH PER MARK EOWE5 __-- ADDED STONE OPTION ELEVATION C 4 D (TAMPA) ELEVATION 'G' SIDING -ADDED LOUVER a GAELE ROOF _ - -_-,. ADDED OPT. V-O' CEILING HEIGHTS - - REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS ----- REVISE ENKAVENT RADON PLAN DIMENSIONS — OFT. 8'-®' GLG. HET: ADDED LED LIGHT IN FOYER OFT. g'_0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY ADDED ELEVATIONS 'L' E 'M' (ORL) GL. INTERRUPTER GLASS T.O.S. TYP. TOP of SLAB TYPICAL 05/06/20 ADDED ELEVATIONS 'MG'-1MH'-T1S' (ORL).. GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED 01/15/20 DRAWING CONTRACT DOCUMENT H.B. B.C.R HOSE BIB HEADER CORE V.P..VAPOR OTHERWISE PRoor HER 01/01RI 2020 FEC UPDATE REVIEW BY BUILDER HGT NSUL.RHT HEIGHT NSUL.ATION Wi O. WITH WOOD ' THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF' THE CONTRACT DOCUMENTS. INT. INTERIOR OW. O W.I. WINDOW WATER HEATER WROUGHT LRON — 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 -- Ii - — --- ---- --- INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. { a AB DESIGN GROUP WILL RESPOND TO ',ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY ---- -- MANNER. AB DESIGN GROUP TAKE$ NO RESPONSIBILITY FOR INTERPRETATIONS OF --- --- _...._ -_ --_ — -_.. ------- ----- — --- --- CONSTRUCTION BY THE BUILDER THEN NO RFI's HAVE - BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. - — ---- -- _-- INDEX OF DRAWINGS ARCHITECTURAL SHEET ## DESCRIPTION PG CI -COVER -SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PIG PI -PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET ## PG S1-FOUNDATION PLAN PG SIAA-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 S3.1B-DETAILS PG S3:1C-DETAILS PG SNI-DETAILS DESCRIPTION [B 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 F';,.28-CALI" ' �e T:EKSIDE ASE 2 T ##3 CT# 003R1.: EBB GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXIT. �tlr_AI�7=1111;-1XVI•71 la FEB 2 V 2021 MICHAEL C. ,41NDERSON B N0 17305 I7777 7 2126 DATE: 02 / / SCAT :1/4"=1'-0 W a ._ ,.j SKEET U. C I GENENOTE$ RAL SITE TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDEN IAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS AR UNDER 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) FBCR 7TH EDITION (2020) UNO. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS; ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: I: STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE < D. TRUSS PLATE INSTITUTE: 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 I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT. E. APA -THE ENGINEERED WOOD ASSOCIATION 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO W RK I. ENGINEERED WOOD CONSTRUCTION GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS THE TTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4.: THE CONTRACTOR SHALL BRING ERRORS AN MISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO D O 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE' PROCEEDING WITH THE WORK. i 5. ALL. BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN ITHE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS: CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTIONAND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. i 4. NOTCHING OR (CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. THE ARCH ITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TE HNI LIES, 6. - COMPACTION BY FLOODING OR JETTING IS STRICTLYPROHIBITED. 5. WALL SHEATH( NG SHALL BEpER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt OR THE FAILURE OF THE BUILDER TO CARRY .OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED�ODES 7' DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CON SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING RAC OR 8. EXCAVATIONS TO BE A MINIMUM OF T- 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 LINES. SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY', LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), ,INSULATED WITH%" AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT! NGI EER. 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 STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. GARAGES AND CARPORTS 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 DRAWING. 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 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 2 R SLEEPING Y INTO A ROOM USED FOR PRIVATE GARAGE DIRECTLY 0 OPENINGS FROM A PR G R 02.5.1: OP GS AS PER SECTION3 APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE Y R THE WALLS FOR COMPONENTS CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301:2(2) AS MODIFIED B FBCR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIP ED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLER301.2 3 , MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE () SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LES THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5:2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." f 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 (0.48 MM SHEET STEEL 1" MIN ) RIG( 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 T 1E THAN 2 COATS, !1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 1 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b : RSTM-Cl063-19a & ASTM-C1787 4. AS PER SECTIONR302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC ARE BY NOT 3. LATH & ACCESORIES PER ASTM-C 1063-19a & R703.7 1 ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN''/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE I 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 EQUI ALENT "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL LSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS " STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EIfIP.RIORCE ICINGS Zh 2„ 1. EXTERIOR CEILING TO BE 1/ GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD` IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" Q.C. (PER MANUFACTURER'S SPECIFICATIONS) . ye CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. , I Reviewed for Code Compliance ® Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937' PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 PAGE: GENERAL NOTES STATE OF FLORIDA / � I FEB 2 4 2621- MICHAEL C. ANDEI. ON `) AR NO 1730,755v 2 DATE: 02/26f2 i SCALE: 1/4 =1' ti, SHEET 9 I II 1 FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION F5C R302.9.I THROUGH F5C R302.'I FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH FBC R302.105 I 16 _0, 9' 6" 15'-10" 4 (2) 3052-SH LIVING ROOM 8 BVCLGL l2EGRESS H 0 - r BEDROOM #1 8 -8' CLCL s'-8' c13 5 2X8 Al =I , 4' 4, 6 _6' fKll'-10" .9l IR-ISH � — I Il�-•J C. ------------- --- I V b36 V.NI W.I.C. _ _ _ _ C0 7I 8'-8' CL& ry.� C. V. IOPT, I ' rDlb. I IRE. L---- -- - 0 11 2 8 2 ab36 IR-15H -S 3—emu — a AI 8,_BIHTCf�1 LAUNDRY -0 I 8 V-e' CLG. i cp RANGE 1p�ii ii Ol ry PAN. b36 Al 11 �____+ 2'-4" 0 3-5Hry'00 --- •(0 I CA IV. a ]U -0" 2'-S" �t 3' " -6" 3'- 4' 0 - IIQ BEDROOM #3 e 1 I I MT 31_ 11 V 61-8" o ® n II LAv. II 6 \ * >lu 5 1 1113: Ilq AI d) f- BATH #2 V-g' C A I I 2'-4" V. MONK W-8" CI-Cx ❑i (2) 3052-5H EGRESS 10 -2, 14'-0" n gloom 4'-L° FOYER V-8' CLG. 3068 W/ 36 "X12' TRANS. 1/2" -EMY 8'-8' CLG. _all 8'-011 � m \19 BATH #1 8'4' CLG. Q � a 36'x60 ry,A W/ ENC AN El - 22'x6 l ACCES° GMAGE 8'-r CLG. AS REQ. PER 5LDG. CODE 16' -0'X7' -0' O.H.D. 21'-4" 39 -8' +F Fft 0 11 a) 'tI SVi 1 FLOORAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO 5E EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO DUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO 5E R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION 5ELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED 5Y THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENING OVERHANG SEPARATION U-VALUE SHGC I 4'-10' 0'-4- 32 .25 2 1'-0' 0'-9' 35 29 3 1'-0" 0'-9' 35 29 4 1'-0" 0'-9' 35 29 5 9'-0" 1'-4- 63 32 I&I 1'-0' 91 35 Z9 4'-8' 35 s9 SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. 70TAL 2362 SQ. FT. A/C VOLUME 15720.9 CU. FT. COWPONBBIT AND CLADDING WIND LOADS BASIC WIND EJ0'OSM FOR S SECOND GUSTS OPENINGS AND TYPE SQUARE FOOTAGE ZONE 110 WH WIND NO FBMRCS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 5070 O.H.D. 56 5 2S.7/-313 12'x12' SOFFIT 1 5 373/-45.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATES 01/01/21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. ARCH DTL. B SCALE: 1/2 = 1'-0" Reviewed for Code Compliance Universal Engineering Sciences N 14 DSL. TOP PLATE B BAR DETAIL A29=11-011 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 00 SUHDIV 8e LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT 04321.200 003R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 02 26 21 SCALE: 1/4"=1' — O" SHEET Al SHINGLE ROOF FYPON 5KTIIXI7 OR EQUIVALENT a' -a" E3RGHGT IVX62' FYPON DECORATIVE 45 SHUTTERS OR EQUIVALENT A TrP.I 4' RAISED BAND (TYP.) I I r 0'-0" FIN. FL EQ. N N EQUAL TO CONTROL JOINT (TYP-) 0F_AIIMS 8'—a" BRCS. HG EQ. EQUAL TO CONTROL JOINT (TYf'.) ---------------- EQ. EQ. (4 W=11111111111W/_= 11� FRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR 103.4 OFF RIDGE �VENT +/-19'-0" BLDG. LCGT. FYPON LV12X24 OR EQUIVALENT 8'-8" 5RCz. HGT. -OPT. COACH LIGHT —0" FIN. CLR. OFF RIDGE a' —a" IERC3. HGT I'-0" 4B kkuA TYP. i r 0'-0" FIN. FLR-r, c 12 6 .I L 'RE A1LD\, ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH 10" ■ N 0'-0" FIN. FLR.,h — ----- ----------- ------- ------------------------ MM 0'-0" FIN. RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE T 8'-8" BRr. I=CsT. 0'-0' =IN. FLR. 8'-8" BRG. HGT. 0'-0" FiN. FLR. -a" sRr:;. H4GT. �1 V 11_4' :t 1 DECO. DTL. A SCALE: 1/2 I'-0' MODEL 1828-CALI-4EBB AREA OF ATTIC' = 2450 SQ. FT. NET FRFEVFNTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 - 8.17 SQ. FT. 8.17 = 1176 SO. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION 0FATTIC - 4704 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL # OF VENTS REQUI RED = 3.41 TOTAL #OF VENTS PROVIDED - 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT(net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 02 26 21 SCALE: 1/4"=1'-0" z voa) ain FEW ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET OUTLET WIRED TO SWITCH T S 110V OUTLET EQUIPED "RND FAUL GFI INTERUF'TER (TAMPER RESI8TANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION .q— WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTER FrtER SWITCH SWITCH 3-WAY OF'ER. !�¢ SWITCH 4-WAY OPER. WALL MOUNTED I� LIGHT CEILING LIGHT © LED CLG LIGHT ©� LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN 1 CFiM PER SO. FT. VENT. FAN W4.IGHT 1 CRN PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TIED BY BUILDER) W FOREST RES 2-BUL5 WRAP ® LIGHT AROUND (RECESSED) 4pM1 FLUORESCENT 2-5UL5 WRAP LIGHT AROUND (SURFACE MNT.) 2' FLUOR'-SGENT 4' FLUORESCENT R o n 4' TRACK LnWT 0 PANEL sib METER BAIT. BACK-UP Ui SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED ISATT. BACK-UP SP. SMOKE DETECTOR W/ HARDW@E BATT. BACK-UP W/ ® S/CO CARem MONOXIDE SMOKE DETECTOR INTE�R��ECTED SHALL BE A DISTANCE CGIMBD OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L GAS Il/ GUTTURAL TELEPHONE JACK WATER HEATER IGNITION 60URGE TO BE ELEVATED DISCONNECT AIR CONDITIONING Rd' is UNO A DISCONNECT SEE AFL( ON THIS T TELEVISION JACK CEILING BOX REQUIRED O J_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED M CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT nnnQ LIGHT STRIP nnnnnn 36, INCANDESCENT o LIGHT STRIP A n no 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD Pm, PUSH-BUTTON FOR CI-ims 6--�-� Use PORT • LOCATION OF TV JACKS t PHONE OUTLETS t FANS TO BE VERIFIED + HOMEOWNER PRE -CONSTRUCTION MEETMG. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F$CR TTH EDITION (2020) t NEC 21012 2017 EDITION. - 20 AMP 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 M15013 FBCR 111.1 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 TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). . ALL AMPS SHALL BE SELECTED BY BUILDER AND ' 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FRQ ENERGY CONSERVATION (RESIDENTIAL ENEMY EFFICIENCY) 2020- Tth EDITION R404J CEILING MTD. LIGHT TO SE INSTALLED, PROVIDE J-6OX FOR OPT. FAN -— — — — — — — — — — — — — — — — OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0" PANEL.: bil6 mvp M..breaker FEEDER 3-41 CuTHVv'N 1 W P Panel MAIN - A VOLTAGE: 120124U V -1 Ph :MAIN: 15U Amp M.U.B #6Cu(G)inI1/2"C. OR 3 #2/0ALTHWN&1-#6CU(G)in11/2"C. Wire Pole .Bkr Description Watts Circuit Circuit Watts Description 'Bkr Pole Wire #12. 1 20 Extenoi Receptacle GFI for TUG I260 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 :Space 6 '5304 A/C C.U.-1 35 2 #8 Space - -- —- 7 8 PANEL: 42crt. breaker FEEDER- 3-#1 CLITI-1,NN & 1-#6 PANEL - A VOLTAGE: 120 /240 V -1 Ph MAIN:150 Amp M.L.O. CU [G) in 1 1/2'' C. OR 3 #2/0 ALTHWN & 1 #6 Cu (G) 1n 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12. 1 20 Microwave t Hood. GFI 180r) 3 4 #12 1 20 ____ Small Appliance_ 1500 5 6 <4500 Water Heater 25 2 #10 #12 1 20 ReSigerator 1.500 7 8 #12 1 20 _ Dining Room.Ughts andRecepta6es AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12: 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Ltlshwasher GFI 20 1 #12 #14. 1 15 foyer /Hall Bed.. #2 & 9-ii Bath #ii'_.Li ah_ts_AFCI 9. 13 14 6000 Dyer GFI 30 2 :#10 #14 1 15 UNng Room., Lanai Lights AFCI _ 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpt AFCI 900 1.7 18 1500 WasherGFI 20 1 #12 #14 1 15 _ SD & GO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12. 1 20 Laundry i Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights. and Receptacles GR 20 1 #12 Space _ :23 24 :900 Bedroom #1 AFCI 15 1 #14 _ Space 25 25 900 Bathroom #1 AFCI 15 1 #14 Space. 27 28 1 900 1Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 1Irrigation controls only 20 1 912 Space.. --- — 31 32 ISpace Space_ 33 34: :Space __ Space 35 36 Space _____ Space _ 3:r '.38 Space #8 2 35 A/C AHU 1 {Heater 5 KVA at 65% 5525 39 40 Space 41 42 Space Load subject to demand factor calculations Ilihe 16000 27600 Load subject to demand factor calculations / line -�_ Demand Factor Calculations. ABBREVIATIONS: AFCI; ARC FAULT CIRCUIT INTERRUPTER NQ NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand facts 43000 _-� ' First 10000 uatts at 1000% 10000 Remaining watts at 40% 13440 Total MC load ---_ 10829 LOAD CALCULATIONIS BASED ON A(C NON -COINCIDENT LOAD Total Connected Load: Watts �— 342e",9 Total.Amps (.watts / 240 jolts) 1428 -- General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts &Rec 3 W 1 Sq, Ft 5484 Hi -Hats 1 at 65WILI ht at 100% 65 Total General Lights & Rao IWatts l 5549 Ckts# watts/ckt Total h:vatts General Lts & Rec Panel A 1 91 6171 5549 LED LIGHTING @ DOUBLE LAV. BATH 01 150 AMF ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE MCR TTH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TH1I N/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN I-12" DNA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code 91 Compliance Universal Engineering Sciences LED LIGHTING SINGLE LAV . 5ATH 02 PROVIDE 302/0 CU, 44WN + 1% CU IN 2' CONDUIT OR 3 WO AL, THUN + 1% CU IN 2' CONDUIT OR 2/0 AL. SE.R (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANW COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN Ni 3R ENCLOSURE 150A/2F MOB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP D/140 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT --� 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (20201 5/8" ]71A X e FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C STATE OF FLORIDA FEB 24 2021- MICHAEL C. ANDERSON AR NO 17305 riceM JL DATE: 02 26 21 SCALE: 1/4"=1'-0" SHEET EI w_ n F c PLUMBING PLAN SCALE. 1/4 = V-0' TL 7 M, (LE KITCHEN SINK Ul/ AUTO VENT 1- 1/2' VTR I I I (ALTERNATE RICsHT) PLUMBING RISER DIAGRAM VA.A.V. 2' Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 SLTBDIV & LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SWENGF: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02/ 26 21 SCALE: 1/4"=1' - 0" SHEET P1 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 MECHANICAL PLAN SCALE: 1/4 = 1'-P' Reviewed for Code Compliance Universal Engineering Sciences svBoDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT* 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT DATE: 02/ 26/ 21 SCALE: 1/4"=1'-0" SHEET m1 t PER FLR. Ah PLAN 71 1/2' CLG_ 1/2' DRYWALL SECURE Bt. — PLATE TO SLAB w/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLR .1 A T/1C9 c 1 ATE is$ 2X4 WOOD STUDS ®24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' = i' -O' 3 5/5, OR 5 3/8" 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' or 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8" LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONG TO BE SPACED 16' FLOOR W1 O.G. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W1 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD--�, 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A NON-BRG. D1 SCALE: I/2'=1'-0" r 11 F.. 1 A ^ I BOND BEAM SOLID GROU1 W/ (1)- "5 (2) COURSE 2A)PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR 905.1.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 905.1.1. H AS PER ROOF SHEATHING SNI. SHEET S SHEET THICKNESS AS PER SECUREDD PER SHEET SNi. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER OR I/2' HIGH SCHEDULE STRENGTH CLG. BOARD REFERENCE PER ELEVATION STRUCTURAL PRE-ENG TRUSS f SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES / REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE ELEVATION 2x FASCIA PER 1I-O„ TYP- OLPER 2x FASCIA PER ELEVATIONS p ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR. 4 OL 0'-0' FIN. FLR _ _ a a <� .'A . a da e e d a a.. ..a . a n W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D.� SCALE: 3/4'=i'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6-15-1 FIBERGLASS SHINGLES—\ WITH UNDERLAYMENT AS PER FBCR 905.1.1. 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 9" NOT CUT BOND AM 3,ARS —CAiILK AND SEAL 0\—GAS LINE `I 1j' Pvc SLEEVE FOR GM LME a' cm in, GYP. U.. BD. UIOOD BASE a .. m: ,a 2B GAS LINE `ITHRU BLOCK D SCALE: 161210'-01 �2X4 SPF 24' O.G. MAX_ --- SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — AT ALL UPRIGH PER STRUCTURAL T PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS PER ELEVATION— CONT. 2x RATRIJN SECURED i STRUCTURAL DETAILS SEE ENERGY CODE FORMS R INSULATION R-VALUES ELEVATION - 5/8' GYPSUM BOARD OR 1/2'' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—` — PORTLAND CEMENT _ PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR.J w R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING — STRIPS a 24" O.C. I/2' GYP. WL. BD. WOOD BASE 1/2' THICK. 2 GOAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REa. VERTICAL TRACK 1' MINI. BY MAUF. SLIDE SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REO. GARAGE DOOR JAMB D1 l SCALE: 11/2'=P-0" 1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRiP EDGE 13. � 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS a' CMU S' CMU SEE STRUCTURAL FOR REMFORGEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REO. SEALANT HACKER ROD WEATHER STRIP MOULDING ALL AROUND(HY DOOR MANUF.) d ' 4 a a. 4 A.. a da a a . d ' a W/ WINDOW OPENING n TYP. WALL SECTION No OPENING 5 1-ST0RY GABLE BLOCK WALL D 1 --- SCALE: 3/4' a l''-O' 0'-0' FIN. FLR Reviewed for Code Compliance LM Universal Engineering Sciences Note: WALL FENESTRATION FLASHING PER F5CR'103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall Cavity or penetration of water to the building structural framing components. Self -adhered membranes used as Bashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C1220 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate For the type of Sealant. Fluid -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. S LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 3TA OF F,LOPIDA �2ar2112}" MICHAEL C. ANDEFOON AR NO 17305 PRINT DATE: 02 26 21 SCALE: 1 /4"=1' - 0" SHEET kb 1 TOP: 2X6 P.T. • 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 1/0' WASHER 4 NUT-7 '4--SECURE 2x4 ON- 0 FLAT TO BLK 0 W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR a BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/5' WASHER 4 NUT. (1) WITHIN e' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. 101 IM NJ I�f NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D2 SCAM: im.l'-e' Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-114' WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" (- W TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 Is, O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SPANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 Is' O.G. MAX SPACING. I NI 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 1/4') DOOR JAMB TO BLOCK +1 1/2" DBWI�NDDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X(P: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SPANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 Is- O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU 1/2' DRYWALL I'X4' ❑ P.T. NAILER a 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 +2 1/4" @) W TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' OZ. 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 S' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEO SECURE TO MLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 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 1/4') DOOR JAMB TO BLOCK +3" :, E 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACINCs- 2X6: CMEI SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 1/4') WITHIN 8' a'"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 1/4') WITHIN 8' OF EACH END 4 is, O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 W TO 8' OTC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" :: F 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH TEND 4 18' O.C. MAX SPACING. 2X8: CEIM SECURE TO BLOCK WK2) 114' 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. �a 8' CMU j 1/2' DRYWALL JJ I'X4' P.T. NAILER '1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BiACK +3 7/16� 2X4: CM SECURE TO BLOCK W/ 114' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 190 O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MINI. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 Is' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' 'iAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. LVI 10 r 8' CMU 1/2' DRYWALL El I"X4' P.T. NAILER I' P.T. 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 1/4') DOOR JAMB TO BLOCK +3 3/4" �u�11VINDOW TO LOCK +3 3/4" Reviewed for Code Compliance Universal Engineering In Sciences CMU 13 ; y j' DRYWALL Ut IX FURRING ui RIP 2XIO TO DOOR 8-1/81111 FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK K RE;QUIREMENTS tILT 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. JB CREEKPHASLOT PROJECT# 04321.200MODEL4EB1828- GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: // 02 26 21 SCALE: 1/4"=1'-0° SHEET �2 a NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a 9' O.C. MAX (VERY.). NOTE:: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • 1' O.G. MAX VERTICALLY 7 ;' THICK, 3 COAT CEMENT PLASTER WRB LAYER n, FORTIFI5ER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.G. MAX AT SUPPORTS WR5 LAYER •I, STUCCO WRAP WOOD SHEATHING OR 171W ZIP SHEATHING SYSTEM NNSTALLED PER \ e TO z GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' TO 8• 6 ro THROUGH CONTROL MIN. Mlr JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 1. ASTENERS FOR LATH TO BE NAILS OR ` i STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITIONN \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWARD • PT. A O1. FOLD INWARD • Pr. A 7. CREASE • Pr. 5 FOI O 1. FOLD INWARD • ® 1. FOLD INWARD a FT. A PT. A 2. CREASE . Pr. B 2. CREASE / PT. B 3. CREASE a PT. C 3. CREASE • Pr. C 4. FOLD PT. C OVER Pr. 5 TILL PT, C TOUCHES BOTTOM FLMYaE ® ®FOLP . „' FELT iINDERLATMENNTT�J— SHINGLE ROOFING)/ PRIP EDGE. OVERLAP 3', ExTENP 12' BELOW SHEATHING, MECHANICALLY FASTEN 4' OJC, MAX. FLANGE L WATER TIGHT SEAL. FOLD. 22 SQT CUT. j' THIM 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (C L;) WR5 LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER fl, STUCCO WRAP(Filil ONLY) LAP LAYERS OF SWILPING WRAP OVER NAILING FLANGE, STOP 11f ABOVE WRB05MAEr9 (FRYA4 ONLY) FRAME OR CM EXTERIOR � ALIA SCREED Sx5 WALL FLASHING O • Q KICK -CUT FLASHMG (SEE DETAIL) FASCIA WRAP NQTE:. INSTALL KICKOUT FLASHING AT BOTTOM CF ROOF A WALL INTERSECTIONS NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 (' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I' MIN. LAP 9 METAL LATP I T ' 6' MIN PAPER_LAP BELOW ONLY _4 / WRB LAYER 42, FORTIFIBER/ �BLLILDING PAPER 2 APER LAP SCALE: I I/2' • I'-0' ® KIC KO UT DETAIL TIGHT SEAL (BEND OR E DO NaT 1T)2 CJNa C T)ym S TJ LATH VERTICAL LAP TO BE P NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH WRB LAYER 01, STUCCO WRAP I I' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER •2, FORTIFIBER BUILDING PAPER WR5 LAYER 01, STUCCO WRAP /r WOOD SHEATHING OR 7/16'ZIP ( NG SYSTEMED PER / PECS I' MIN LATH LAP,4"OVER ALL LAP VERTICAL LATH & PAPER DETAIL - WOOD STUDS SHEATHING ` SIDLAPS OF METAL -OR 1/16' ZIP SHEATHING SYSTEM (MSTALLEP PER MANUF.SPECSJ PLASTER BASES SHALL BE SECURED TO 5UILDING 6• MIN' FRAMING MEMBERS. PAPER LAP THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) STUCCO 5' LAP e LATH WIRE AT INTERVALS NOT 3° LAP ®PAPER MORE THAN 9' (229-MM). AS PER ASTM CI063. FOR PAIR OF TEARS HORIZONTAL LATH IN WIRE, LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK z Z ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 1116" ZIP SHEATHING SYSTEM (INSTALLED PER WMW. "E694160 OR CMU WR5 LATER *I, STUCCO WRAP (FRAME ONLY) 8" 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'X5" 'L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE— G FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND aN'Ta I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF ' SELF -ADHERING MEMBRANE FLASHING STEP 0I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE. IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADWESTEP +'2 FLASHING RING MEMBRANE Will LAYER •I, STUCCO WRAP WR5 LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. 1LASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEMAID AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) PER SECTION Ill Ei lbr Ietlil and Pladwkw 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. ?, fIF f= N TR�fTION D TAIL CFRXi IE) N.T.S. Reviewed for Code Compliance Universal Engineering 91 Sciences DRAINAGE FLANS (UJR5 LA1T'ER 1*1, STUCCO WRAF) UJR5 LAYER 1*2 (FORTIF-15ER—'—'—'—'—'- 5UILDINC� FAFER) 1 ITAL LATH X X X X STUCCO 14... WOOD OR 7/1ro" ZIP WALL SHEATHING 5ELF-AIDHE5IVE FLA5HINr_:z — — — — — — NOTE: t*'IETAL LATH: LATH TO BE FER SECTION R-103-11 / ASTI„I C-847-14a, 11IN. 2.5 LE35. FER 5a. "rARD ( UT I L I Tyr` OR NO1 I INAL LATH DOES NOT 1"IEET SPEC IF: IGATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3541 www.abdosigngroup.com AA #: 0003325 SUBDIV. k LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT* 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SW31NG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C FEB 24 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 'I, STUCCO WRAP 0 VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. 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 SIDES,Ya' CAULKING ® JOINT ALL AROUND PER Exte 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-1, 787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAM 1" LEGEND DRAINAGE PLANE (WRB LATER *1, STUCCO WRAP) WRB LAVER #2 (FORT11=15ER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO F :: •:.::. „ . WOOD OR -1/16" ZIP WALL SHEATHING 5EL1=-ADHE5IVE r-LASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM C-841-14a, MIN. 2.5 LSS. PER SQ. `YARD (UTILITY' OR NOMINAL LATH DOES NOT MEET 5PEC11=1CATION5) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLl 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEG. METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT g TOP E SIDES BLOCK F_ — -1 F_-1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. HK>=,4 I V KS=LA= I v = STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEG. METER INSTALLATION :C. METER FIELD 21FY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEG. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LENDFOAM ' ^* r--rl I=11 R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED- HOUSEWRAP BELOW CUT SUCH THAT — NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER ro0 MIN GRAPE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 0T E F *I 5 F # -1/1(P' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 11, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION 1/0' TEXTURED ,FINISH ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER Y 1' O.C. MAX a, CMU i Ifs' TO Jim MID -WALL WEEP SCREED TLJ W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING xp ° TEXTURED FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 7-5 WRB LAYER *1, STUCCO WRAP WRB LAYER *1, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WI-5 LAYER *2, FoRTiFiBER IBUILDING PAPER COATING•OVER STUC SEE TYPICAL WALL =1 1==;==METAL LATH STEP STEP #� OELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT* 04321.200 003R1 ldODEL 4EI "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA2 Lk LEGENT DRAINAGE FLANE (WR5 LAYER 1*1, STUCCO WRAf=) WRB LAYER 4*2 (FORTIF15ER - - - - - SUILDINC; PAFER) METAL LATH x x x x WOOD OR -1/1(0" ZIF WALL SHEATHING SELF-ADHESIVE FLA!54NG - - - - - 1 Aqp CORNER BEAD JL II JILJ / CORNER BEAD (FASTENER 8 SPACING 6 7" O.G.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CC BLOCK Reviewed for Code ED Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L FEB 2 4 2021 ICHAEL C. ANDERSON AR NO 17305 PRINT 21 26 DATE: 02 / / SCALE: 1/4"=1'-0" 1 SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIF15ER — ' — ' — ' — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR-1/1ro" ZIP WAL1 SHEATHING 5ELF-ADHE5IVE FLASHING — — — — WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 41 WEATHER RESISTIVE BARRIER 42 SIDING // \ 6' SELF -ADHERING W%6xREv4ELAP / I FLASHING 6' SELF -ADHERING / W Q FLASHING 6 I ' WEATHER RESISTIVE BARRIER'1 STARTER STRIP \ \ WEATHER RESISTIVE BARRIER 02 DO NOT CAULK OR I I \\ a P/ 6' SELF -ADHERING SEAL OPENING 1 / FLASHING \ GALV'D METAL GALV'D METAL 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR I Ya' X 6' SIMULATED ` SEAL OPENING WOOD TRIM MEMBER . STUCCO CASING BE D1 Ya' X 6' SIMULATED WOODTRIM MEMBER< VOTUr-CO SEAL GAP W/CAULKING OR APPROVED SEALANT CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME �Q �A TRANSITION (1 WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE 'I RESISTIVENEYVEAL WEARIBARRIER ER ORDI� / 6' SELF -ADHERING BOARD t BATTENFLASHING HERING d fi_zv WEATHER RESISTIVE FLASI-IING \ I BARRIER •1 STARTER STRIP \ WEATHER RESISTIVE BARRIER "2 DO NOT CAULK OR \/ 6' SELF -ADHERING SEAL OPENING I FLASHING �D METAL GALV'D METAL 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING -- — ELEVATION STUCCO CASINGBEAD HARDIE TRIM PER t�STUQCO ELEVATION SEAL GAP W/CAULKINGOR APPROVED SEALANT CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 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 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT* 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C rATE OF FLOR DDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE- / / SCALE:1/4" V-0" BI-1EET I 2x6 SUB -BAND W/I "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1�\ I1 1/8" TEXTURED I FINISH .8 WOOD I 1/2' TEXTURED /� FINISH 6 CMU / METAL FASCIA WRAP Y8" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) NOTE: NOTCH FOR 2X6 � METAL FASCIA WRAF' 2X6 SUE, SAND--- m F REMOVED ,E'rOND ) OFF WALL :CO) FINISH :TURED W/1 x4 NOTCH 6 IN PEEL d STICK WRAP I" OFF IB BAND 2 " L 7/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH + CMU METAL LATH .WOOD SHEATHINGS OR CMu WRB LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDINGS PAPER (FRAME ONLY) ROOFINGS CEMENT DRIF" EOGsE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT -6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m ° SCABBED TO TRUSS W/126 NAILS (6'-8' O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W KICK -OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITI' FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONL`r', FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/t%"x4" NOTCH END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT g ROOF EDGE OMITTED FOR CLARITI' Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY Alk SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.corn AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SWING}: RIGHT. PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 21 02 26 DATE: / / SCALE: 1/4"=1'-0" o bo m 11'-0" ,_4" 39'-8„ ' 28'-8" 9'+6" 15'-10" — FM-12X12 1 FM-12X18 — — — — co I N ro 4" CONC. IN wLL SLAB I� ILL O cJn w o_ F-24X2 101_01, 10 1.1 FM-12X18 EXTEND 1 SLAB 1 112" 1.1 .I 0101, TOP OF -' S LAB `' 'I co FOUNDATIONNOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE; 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT 7. COORDINATE SLAB ELEVATIONS, STEPS. AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #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 90" 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 m 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 SHALT_ BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI TYPE "M" OR"S" C?MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 0 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED M T-0" O/C MAX. SEE PLAN' FOR WWM SIZE. INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL 7th EDITION I I I I7 3'-4" /3\ I I to gz U M 0 } v t— I LO � 1 1.1 I 001 X U- IN ILL _i I �m I LO I I a 19.0" 5 0, 15'-8" 4" PVC CHASE `` TE 1 I 4" CONC. SLAB *-51/2" ° 4 2'-8" 17'-8" 0-01 0" T TOP OF 5 3'-0" SLAB I 1.1 I 3'.6" ii 00 N ... p 00 NIN I U � N j 01 �I I I 1 EXTEND io 14" CONC. T LLf FM 12X 8 V a0 1.1 f SLAB dWf N� �N.. I❑ 0_ t r 3 1/2" 2 I 5 1 2" 3 5„ 5 1/2" — ---- W 2 71/2" 1 1 1.1 ao L ,.1 FM_12X18 J C0 FMC-12X18 FM-12X18 ;:MC-12Xl8iL o 4 4'' 1.1 1.1 :. 10'_2" 3'-10" 2'-8" 16'_0" 2.8 14'-0" 4'-4" 21'-4" 39'-8" FOUNDATION PLAN �I SCALE: 1/4" = V-0" SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORN_F_R BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - (2) #5's (+)0"-0" FM-12xl2 12" CONTINUOUS 12" - (2) #5s + 0"-0" FM-12x18 12" CONTINUOUS 181.- (2)#5s (+)0'-0" FM-16x18 16" CONTINUOUS 18' - (2)#5's MT-0" FMC-12xl8 12" CONTINUOUS 18' - (2) #5's VARIES F-24x24 24".. 24" 12" s s SECURE STRAP AEC SIMPS❑N WB C❑NC, W/ UNIT ROLL STRAP ❑R (2)2' EQUAL 2 EACH TAP -CONS AP-C CORNER OF UNIT C❑NC. SECURE STRAP TO SLAB UNITS W/ (2)' 48x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance PJA Universal Engineering Sciences L94 HWY A1A, SUITE 3C JDIAN HARBOUR BEACi FLORIDA 32937 PH: 321-802-3591 vww. abdesigngroup.cor AA #: 0003325 SvBDIV. & a;T- CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003RI "h MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C rN - FE 2 41�021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: SCALE: 1/4"=1-0" sxEET� 4�_J 1_ I Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND oas SPACING REQUIREMENTS m W e U_ V zi _ z 8" CMU WALL O io O a. SEE SLAB SCHEDULE EXT. PORCH SLAB L 4" CHAMFER (1-STORY) W/1/2"ISO LATION'..< 6"CHAMFER(2-STORY) JOINT( HERE • • APPLICABLE) z SEE SCHEDULE g FOR WxD, BAR SIZE ii AND BAR QUANTITY Z_ FI STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND O } SPACING REQUIREh ENTS tY I"- Lu (.5 00 va � fY co Q O 8" CMU WALL o - Z +_ 0,_0„ TOP OESLAB .a - TOP OF SLAB ' '-i '�-•-� d .- a a' -:VARIES BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" r�EXTERIOR MONO -FOOTING - SCALE: 3/4"=1'-0" BOLLARD LA\16d ATE A MIN. OF 48" AN/ 16d COMMONNAIWS, 4" O/C BTM. LAR OVER STUD2x4 OO EARINGWAP No 2 UDS SEE PLASPACING. INGLE BTMTO BE PT.PROL. TOP PLAT F SLAB 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 ih SECURE FLANGE TO SLAB TAPCON/S4) 1/4" X 2 1/4" SCALE: VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY RE B . PLATE TO VT d MASONRY NAIL AGGERED. L METAL JECTORS NOT 11RED WHEN NO :T IS PRESENT. SLAB SCHEDULE d SEE SCHEDULE { FOR WxD, BAR SIZE f ` D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4"=1'-0" (NOIkP L I FT) ° d SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB a 4" CHAMFER (1-STORY) W/ 1/2"ISOLATION 'O 6" CHAMFER (2-STORY) JOINT (WHERE 0-4i SEE SCHEDULE APPLICABLE) z 4' FOR WxD, BAR SIZE AND BAR QUANTITY N C2' EXTERIOR MONO -FOOTING GARAGE SCALE: 3/4"=1'-0" 7 to NEW REINF, BAR O 0. SECURED W/2-PART a EPDXY. MIN. EMBED 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. Z w J y O O_1 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO M N LITHIC FOUNDATION SCALE ' 3/4"=1'-0" 6 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU Z < SEE SLAB SCHEDULE _ "ISOLATED COLUMN PAD CENTERED UNDER WALL AND °D — POURED MONOLITHICALLY WITH ---.= • FOUNDATION AND SLAB ° ° a SEE SCH ULE "• • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30" MIN. EACH WAY MONOLITHIC FOOTING ° P Q P..-°v v• �P ° s FM P . p CORNER BARS, SAME SIZE AS LARGER BAR v °I IN FOUNDATION WITH 30" LEG EACH $ ' WAY AT ALL CHANGES IN DIRECTIONS I :.° ' -' � SO THAT THE STEEL REINF IS CONTINUOUS ° v MATCH AMOUNT OF CONTINUOUS BARS v ° a ILL Ix. CONTINUOUS STEEL MONOLITHIC v FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4"-0/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIM AND SPH4 SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" 0. TOP OF SLAB . a d - :a d d. EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE,3/4"=1'-0" (W/ UPLI SCALE: 3/4"=1'-0" GHT / PLAN O NG ATE TO SLAB W/ANCHORW/2"N /EB HIGH STRENGTHMBED. MIN. @ 16" OC Lu a SEE SLAB SCHEDULE Q '. POURED LINTEL CONT. (TYP.) +-0'-0"r r 8" CMU FILLED CELL (TYP.) �• P OFOF SLAB- 2X WALL FRAMING 1/2" DIA. SIMPSONSTB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX M INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE' 3/4"=1'-0" RECESS AROUND GARAGE DOOR OPENING SCALE 3/4 =1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON CURB FOR MASONRY UNITS SET AT ELEV: 0'-0" NAILS, 2-ROWS, 4" O/C BTM. I I VERIFY HEIGHT LAP TO OCCUR OVER STUD LL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT, W_ IY SEE SLAB SCHEDULE of Q OF SLAB q o.. Q. d�.�...a • rs : d.. e� EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL 8 SCALE: 314'=1'-0" (NO UPLIFT) Reviewed for Code 93 Compliance Universal Engineering Sciences ?194 HWY AJA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www: a b d es igngrou p. com AA #: 0003325 SXYE;D]:V,. LOT,- CREEKSIDE PHASE 2 LOT #3 PROJECT: 04321.200 003R1 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE:« DETAILS 100 MPH EXP. C STATE OF ,4 LO'rajlZ),4,. s FEB 2Ili, 2021 MICHAEL C. ANDERSm AR NO 17305 PRINT 02 26 2i DATE SCALE: 1/4"=1'-0" SHEET St.1A u DOWEL PLAN SCALE: 1/4" = V-0" IFI_1 f)" Reviewed for Code Compliance Universal Engineering Sciences � m L94 HWY A1A, SUITE 301 JDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 vwma bdesigngroup.com AA #: 0003325 SUBDIV. & LOT., CREEKSI'DE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN P F°4 160 MPH EXF STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 022621 / / SCALE: 1/4"=1' — 0" SHEET k S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. .a < 4.. a °. Z ..4 . i N .e 4 .. a 4 `< "Q J CLEAN OUT REQUIRED FOR INSPECTION or O 1. 0 M 0'-0" FIN. FLR. TIE ERTICAL REBAR ° 4 ° •� °', ° TO HORIZONTAL 4 REBAR W/ 10" HOOK HORIZONTALNERTICAL 1 REINFORCING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL { • ° SEE SLAB SCHEDULE d ' EXT. PORCH SLAB P e 4" CHAMFER (I -STORY) W/ 1/2"ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE i APPLICABLE) Z ° MATCH STEEL REINFORCEMENT 6" PVC CHASE iv PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY +_ o _o ,_ 0 _o„ DP OF S B o < 4 TOP OF SLAB BAR SIZE 4§ BAR DIA #3 18" #4 24' #5 30'' #6 36'' #7 42" ° 4 ;M ' < • a e n •0 4 U a 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC C A E 4 THRU O TINE #5 BARS El40 sd 4 • o CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=1'-0" 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 s713DIV. & LOT: CREEKSIDE. PHASE 2 LOT #3 PROJECTS 04321.200 003R1 MODEL, 4EBB "1828-CALI" k GARAGE , SWING - RIGHT PAGE: k I DETAILS' r�# gt ... as �. a.+ emu" e. V d OF FLCF11' I i s E« FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 DATET 02/26/21 SCALE: 1/4"=1'—O" SHEET S1• - � E ' ��|�� //v�—�ox///��n��v.�~�� 1.LINO. ALL STRAPS FOR ROOF TRUSSES TOBE � CONCRETE TOWOOD ROOF: S|yNPSONHETA18N0/g)1Odx11/2'HDGNAILS � CONCRETE TOWOOD FLOOR: I S|MPSONLT72 W/(8)1Udx1l/2''HDGNAILS, WOOD T—WOOD: S|MPSONH10AORLGT2m01UdX1 1/2''HDGNAILS, FILL ALL HOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |�STOBEPER FASTENER SCHEDULE. 3 ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG^O1AND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4�ALL NAILS FOR TRUSS TDBEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE TO8EGALVANIZED. � 5.LINTELS AND MASONRY BEAMS WERE DESIGNED CONNECTE��3ARETOBEGAL\A\N|ZED / . | muMAS ONRY WERE DESIGNED BASED ON CAST-CRETE � CONCRETE LINTELS. 7BOTTOM 8FLINTELS ARE TO8EPLACED ATTOP OFWINDOW, DOOR AND CLEAR SPAN OPENINGS. 8.LINTELS SHALL HAVE 4"NOMINAL BEARING (4"). S.THE TRUSS FRAMING SHOWN |8SCHEMATIC |NNATURE. HOWEVER THE �SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINALDESIGNERS ' LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENG|NEEK'5KEV|EVY8ND APPROVAL, 1U.PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDSOFROOF TRUSSES SECURE 2xMEMBERS TOWALL WITH H|LT|X~ZF.POWDER ACCTUATEO . 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. .2,WOOD BEARING WALLS AND HEADERS HAVE BEEN DE SIGNED BASED ON RATIONAL ANALYSIS. � 13.ALL ELEVATIONS ARE REFERENCED FROM U''U"'FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ZN2ZM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH/ T.O.S:: TOP. OF SLAB ABBREVIATIONS E.E= EACH END, 0/ C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) i SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8X8 N/A GROUTED SOLID SEE SHEET S2.2A FOR f3AFE LOAD TABLES � �0 � m GT � � � ~ � & " � M, M: mvX�XX��pm�� 8F24&Y|N.'1T/0N/1B � ` ! 17-4" � BTN|.<]FLINTEL ��7-0" � � `' ABOVE FINISHED GARAGE SLAB � � � � � � � � � . � LIFT K—�K�//�k�KU �^U//�k|'� � �� ,� PLAN. " � � � v*r`E: "`" .-" Reviewed for Code Compliance Universal Engineering ED Sciences INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 FSTATEOFFLORIDA 05 AR NO 17305 PRINT 7 1�]21 SCAT 1 —0 SHEET [ S2 I #5 CORNER BAR W/ 30" LAP FOR COURSE OF BOND BEAM i VERTICAL REBAR W/ 10" HOOK— #5 BAR IN BOND BEAM — CORNER REINFORCI� OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR BOND Ex 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 7 \� PLACE STEEL HEIGHT. �O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#:S TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 0 / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 /REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / A zxlolQ 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P65 F�� 8x16 DBL. BOND TOP OF /-2 QEz� BEAM W/ (1) #5 BAR �' `BOND BEAM \O� 4' EACH COURSE 8x8 BOND BEAM _ TOP OF , • �pQ�G�\� W/(1)#5BAR BOND F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM 4TOP NOMINAL # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND _� OF OPENING WIDTH BEAM COURSE BEAM IF FILLED LINTEL. _ SEE NOTE 5 6-1 T/ M /0 B 8x8 PRE -CAST CONCRETE S. S LINTEL W/ (1) #5 BAR (1-2) NOMINAL �� LENGTH OF BAR = WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP <.' OPENING - 2" IT iS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX - 1TnM10B INDICATES A DOUBLE BOND BEAM /4OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=V-0" AND XFXX - 1T10M/0B INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS A " AND XUXX - 1T/1 M/0B INDICATES DOUBLE BOND BEAM ABOVE UNFILLED TOP 1_ LINTEL OF OPENING AND XUXX - 1Tf0Mi0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) WIN PRE -CA'. WINDON SILL TYPICAL MASONRY WINDOW CII I r(INCTPI1rTIr)I`1 2x4 (MIN 2 X 3) 1 3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 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)2-3/16 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 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED (:ELL STEEL REINF. OF BOND. BEAM LI2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN.2-12d PER ELK. EA. END 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SGALIL: 3/4"=T-U" Reviewed for Code 91 Compliance universal Engineering Sciences STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR \CHAE SIDE ATION CHANGE IN 7 ELEVATION OF BOND BEAM 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE PHASE 2 L #3 PROJECT# 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAIL, P 160 MPH 1 �3 f_A i =9�1a7 s 'I' ki FEB 2 4 2021 MICHAEIL C. ANDERSON AN NO 17305 Fes'+;t�5z' 02 26 21 I�A�t,".k E" % SC JLLLE: 1/4"-V-0f1 I1 SHEET S2e1 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SATE LATERAL LOADS FOR 11 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-OB 16-1T/OB iTroB tt/OB ttroB 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-IT 8/16-I 8i204T WAIT WBAT 8132-IT 818-16 16-lT/1B 1T/1B 1T/1B 8-lT/1B -lT/1B ale-2T 6/16-_zr &20-2T 6/24-2T 6/2s-2T &132-2T 3'$" PRECAST 1436 952 3114 4217 5321 6426 7531 3'$" PRECAST 689 1024 3'-6" PRECAST 1569 3524� 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4 -0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 41-0" PRECAST 1383 3060 3815 4570 5325 6079 1961 6113 7192 6624 7627 8761 1363 3060 3815 4570 5325 6079 41-6" PRECAST 819 533 1770 2400 3033 3NO 4300 4'-0" PRECAST 398 591 4'-6" PRECAST 1207 2582_ 3375 _ 4043 4711 5379 1625 5743 7547 6752 8541 7565 1207 2707 3375 - 4043 4711 5379 5'y4" PRECAST 931 1247 1999 2560 3123 36M 4249 5'�" PRECAST 411 411 5'-4" PRECAST 1016 18m-- 2374 29" 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276J 2838 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 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-e" PRECAST 410 721 6'-6" PRECAST 835 1201 - 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2319 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3885 7'$" PRECAST 303 534 T-0" PRECAST 716 900 _ 11181 1462 1743 2025 938 2498 3408 4884 7067 6472 127 1624 _ 2025 2426 2R7 3228 9-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'�" PRECAST 192 384 9'-4" PRECAST 454 -- 586 — 767 -- 948 1129 1310 839 1674 2298 3081 4099 4890 572 1318 1643 1969 2164 2519 10 -6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'46" PRECAST _ 358 408� 612 755 899 1042 550 1407 1897 2781 3222 3784 604 1180 _ 1472 1763 1710 1989 11'4" PRECAST 330 5" 1312 1742 2252 2868 3630 1 V-40 PRECAST 132 417 1 V-4" PRECAST 430 41A - -- 530 653 777 872 544 1312 1742 2252 28M 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1696 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 BOB 783 507 1210 1596 2048 25M 3171 440 940 13M 15W 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 131-4" PRECAST 82 298 13'4" PRECAST 308 303 - 393 484 575 645 414 1045 1365 1732 2310 28M 396 700 _ _ 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 528 609 390 978 1272 low1950 2389 378 717 981 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'-0" PRESTRESSED N.R. 283 14'S" PRESTRESSED 239 422 - we 626 746 am ,� 1079 1429 1824 2277 2712 246 6 980 1237 1474 1715 15'�" PRESTRESSED N.R. NR NR NR NR NR NR 15!-4" PRESTRESSED N.R. 252 15'�" PRESTRESSED 224 387 464 574 ON 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR -4 17'" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 365 451 587 080 300 856 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 IVA" PRESTRESSED 162 288 348 430 613 595 235 736 959 1200 1467 1716 166 429 623 603 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 _ 308 381 454 527 180 598 833 1038 1168 1468 142 373 1 537 690 1 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 560 784 992 1203 1381 137 358 513 659 779 900 " 24-0 PRESTRESSED N.R. NR NR NR NR NR NR 241-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 _ 245 302 300 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 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 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT* 04321.200 003R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C F E B 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE- 02 26 21 SCALE: 1/4"=1' — 0" SHEET 1._J2e 2A FRAMING NOTES 1. U.N O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ENDJACK RF APPI I( GIRDER/TRUSS W/2X6 BOTTOM CHORD 2X4 SCAB NAILED TO TRUSS BOTTOM CHORD W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 BOTTOM CHORD GIRDER/TRUSS W/2X6 BOTTOM CHORD DIAGONAL —/ 2X4 SCAB NAILED L'1 CHORD BRACING L! LLJSJ W/MSN (4) BOTTOM R NAILS l FOR EACH CHORD CONNECTION %1 DISSIMILAR BOTTOM CHORD BRACING ®MID RUN TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO S ' BRACE TOP OF WALL. ✓� U UIL U CJ1 II Ir--rc--tr— I EJ7 11 ter— �t�r � II CJ3 a II I 1C I II u u II n II II II I� II II ATTACH 4'-0" LONG 2I SCABTO CJ5 � _ = TRUSS W/ 10d NAILS @ 6" O.C. u u I n u u u u u (4" FROM EA. END) 7A \ ! II II II II II II II II II II II II II 64 � U 0 ko 09 mo ON aU C3.1 rn (D Z Q Z UQ Q m Q p O ma 0 A14G Al I I I 6 I I .1 Al AE ROOF - - _ _ — _ _ _ _ — = A2 TRUSSES 24" O MAX. I I I I I I A1A. I I I I I I 3.1 -- I I I:'•TAVI 22"x54" ACCESS I I I a I I I 1 I GT I Art FRAMING PLAN SCALE: 1/4" = 1'-0" 8 V 7 B1\ 62GE CJ1 CJ3 0 CJ5 � 0 1A 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 'o \ A \° u z" SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT 04321.200 003R1 MODEL: 4EBB "1828—CAI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE- 02 26 21 SCALE: 1/4"=1'—O" SHEET S3 \-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 10d x 1 z' NAILS TO TRUSS "ROOF/WALL/FLOOR 3-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 z' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 3-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", (16) 10d x 34" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W1 1 Od NAILS, 2 ROWS, 3" WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS 1x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS i SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L1.770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L�1430 LBS (2 OR 3PLY) C ALLOWABLE UPLIFT = LL2705 LBS (2 fLY) TYPICAL TRUSS/ 1 a 1 b 1 (', GIRDER SCALE: 3/4"=1'-0" CONNECTOR(S) o, r OUTER 1/3OF SPAN ONLY II, 3H DEPTH 1/4*D HOLE EDGE >5/8" HOLE DIAMETER F< 2/5*D SGL. STUD THOLE EDGE >5/8" ��< BTM. HOLE DIAMETER PLATE <3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1 2"=1'-0" ENGINEERED WOOD TRUE SE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMITS OP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WIT NOTE: A PT SYP #2 2" x 4", (9) 10d x 1 z" NAILS TO 6", 8" x 4-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5'GIRDER TIEDOWN WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SIDS ' 4' x 21" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 4" x 5" TITEN HD TO CMU AND (18) SIDS 4" x 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W1(3) 1 3d „ 14 (2) z 1x 5"TITEN HD TO CMU AND (O SIDSa x 3" GALV. COMMON NAILS. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED W/ 10d GALV. COMMON NAII S BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS ALLOWABLE UPLIFT =3285 LBS (2 OR 3 PLY) ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) ALLOWABLE UPLIFT= 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b c SCALE:3/4"=1'-9' GIRDER CONNECTOR(S) 6-0" MAX (W/1X4) OR 10'-0' MAX (W/2X4)) c C, #1100 UPLIFT SIMPSON - HTSM20 W/1.0 10d TO TRUSS AND (4) 1/4" x'2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 1/4" x 2 1/4" 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 SCALE`. 3/4"=1'-0" (2) 2X4No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG: BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'4' O.C. (AT SHEATHING SEAMS) 0'-0" TO 30'-0" (1)"X" BRACE 30 1" TO 60 -0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @CENTER TO BLK WI 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6" 2x WOOD FASCIA, MIN. EMBED. AT 32" OC 1x4 DIAGONAL SEE ARCHITECTURAL MAX BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION O.C. MAX MAY NOT BE STIFFBACK (AS PER REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES ' f SEE SCHEDULE FOR BOND BEAM REQ. 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 6 SCALE: 314"=1'-0,' BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCAL In THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED -A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. Reviewed for Code Compliance 93 Universal Engineering Sciences rj_,'�\ALTERNATE MATERIALS S5UALL: 3/4"=_1':0" - 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ;r SLTSDIV 8e LO`: CREEKSIDE PHASE 2 i^ LOT #3 PROJECT# i 04321.200 003R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: �i I RIGHT :SAGE: q i �4 DETAILS r (160 MPH EXP. C y "I STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON t AR NO 17305 PRINT DATE- 02 26 21 SCALE:1/4" 1' 3" SHEET Sae 1 PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD -- BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK--- W/ 1/2" DIA- ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P T_ PLATE W/ 12d's 8" O.C. MAX i�' CONC. POURED % LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 1U-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS a@ CMU WALL SGALt 3!4"=1 -U 91 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 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ST/ATE'j OF FLORIDA L FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 02 26 21 SCALE: 1/4"=1'-0" SHEET ► 3. 1 B n F ppQQGpppp pppplpppp VTCR SPACING (1) AT EACH END pppplpppp l p l l l 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (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) �\ QlplplplG Vppl 0'-0" TO 30'-0' (1) "X" BRACE 30'-1" TO 60'-0 (3) W' BRACEpppplpppp "X" PRE-ENG GABLE TRUSS — p p l l Q (1) BRACE @CENTER (2)"X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2xSUB-BAND �^ FROM CENTER TO END UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) o PLYWOOD SHEATHING, SEE — \ "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 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 WJ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN ANDAPPROVAL SECUREDW/(2)12ds@ PRE-ENGINEERED 12"O/C - MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE:NT.S. (D_`WIHIP RETURN SCALE:3/4"=1'-0" ImEIM 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 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #3 PROJECT# 04321.200 003R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 rsca,. a DATE: 02 26 21 SCALE: 1/4"=V-0" 1 SHEET S3.IC ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16"STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS - BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 0_ ROOF SHEATHING ATTACHEMENT SPACING o 0 ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD �o ZONE 3,3e, 3r.8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 1n V J z LU Z 7 LU YUd Q U = O 1n (7 Z m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @ rn J a • J - z z O • (DJ Y W Q UL = Z z O (O z 1n Lu I 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 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING NLPZ S ATTACHMENT FOR STRUCTURAL ROOF (—#8 2" DECK SCREWS @ 6"-B" 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 GENERAL NOTES: 1n V J z LU Z 7 LU YUd Q U = O 1n (7 Z m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @ rn J a • J - z z O • (DJ Y W Q UL = Z z O (O z 1n Lu I 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 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING NLPZ S ATTACHMENT FOR STRUCTURAL ROOF (—#8 2" DECK SCREWS @ 6"-B" 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 GENERAL NOTES: NLPZ S ATTACHMENT FOR STRUCTURAL ROOF (—#8 2" DECK SCREWS @ 6"-B" 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 GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M, MAXIMUM AGGREGATE SIZE SHALL BE 3/411. S RUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: A MECHANICAL, ELECTRICAL; PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHERIICHITECTURAL, ' NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF AP2CHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN O STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS SOLE PLATES, TOP PLATES, BRACING; LEDGERS, BLOCKING, A 1 318 14, BUILDING CODE REQUIREMENTS CRIPPLERS., SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR. BETTER. FIB = 1100 PSI AND A MODULUS OF F R STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE CbLD-FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS . DRAWINGSSEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM -WORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM A. L DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY S ALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS,COLUMNS,'; WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED E CEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT .EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS. MORE THAN W" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAVVINGSrFOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. TQ-THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OIF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE,IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY. OTHERS. SYP #2 IS COMPLETE'IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL. BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WW WOOD TRUSSES: - ACI TYPICAL DETAILS. MINIMUM LAP SHALLBE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL T E CONTRACTOR SHALL SUPPLEMENTTHE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE. SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR H THEC RE QUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBERFABRI ITS FASTENINGS" BY THE TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. Do NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF I) 036' A BE MANUFACTURED FROM STEEL AND M TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING REQUIREMENTS OF ASTM A4461A448M, GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE D ESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL ' - CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FORREVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION, AND "SCSI LATEST EDITION" RC OFLIVE LOAD FLOOR: LIVE LOAD 40 psf : . AND VERTICAL BARS SHALL LAP 6 x BAR NO UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD: -non -concurrent REVIEW. 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 MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND. VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD : 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS 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: 1Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE.. CONTRACTOR SHALL SUBMIT SIGNED AND. SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS.TO.COLUMNS AND WALLS FOR APPROVAL. W STAIRS LIVE LOAD 40 psf ND DEAD LOAD SPEED D MPH 3--SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C; RISK CATEGORY II): 020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES. WHEREVER POSSIBLE DETERMINATIONS FEASIBILITY .& ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLEATTIC WITH LIMITED - " LAYOUT, SPANS &ALL TRUSS/.HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS. THAT STORAGE: 20psfHABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30psf,'BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECTTHE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TOTHE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO. MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER .THAN SLEEPING ROOM.: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED. SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4 psf. - MASONRY; PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER: S 10P DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY S OP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS LA ARE PROVIDED TO FACILITATE THE O THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS' ENGINEER_ C MPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS E%. .. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS. SPECIFIED ON THIS. PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm= 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT 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 PRESSURES. THE DE AND CLADDING WIND LOAD PR E LEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF 11 REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS CON -TRACT DOCUMENTS) AREPROHIBITED C ( ) PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. W THOUT THE EXPRESS:WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT N , ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3a, WRITING BY THE ARCHITECT: COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF. QO psf, FOOTING 2 0 p TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALT_ BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS E CAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MIDIFIED PROCTOR MAXIMUM' DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. S61L FOR TERMITE PROTECTION. '. FILL CMU CELLS SOLI D WITH GROUT AT ALL CELLS TOR RECEIVE EXPANSION ANCHORS AND/OR VERTICAL T E:OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING_ SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS LOCATIONS FAILING TO MEET THE G O-TECHNIC L ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE A Q LAP VERTICAL REBAR 6 X BAR NO (48 BAR DIAMETERS)., U.N.O. C NTRACTOR'S EXPENSE AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MI IMUM DESIGN BEARING CAPACITY AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL D R - STRUCTURAL STEEL: B MADE BY THE GEO-TECH, ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY, WITH -THE NCRETE: SPECIFICATIONS FOR THE. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM 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 A500/A500M, GRADE B, Fy = 46.ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE.B, TYPE E ORS,Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ' - CONTRACTOR d e'' SHALL SUBMIT DESIGNS WITH HISTORICAL STRENGTH DATA FAR EACH MIX PRIOR TO O ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING ALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED F +/- PRIOR TO THE ADDITION OF PLASTICIZER.. OTHER BOLTS SHALL BE ASTMF3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEIWIENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI.318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETSSHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED 'TOTHE 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.. NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A'. 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR. CONCRETE EXPOSED TO EARTH ANWOR WEATHER: 1-1/2" FOR #5 AND SMALLER 2FOR #6AND LARGER . C'. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS - 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND BOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE' TYPE SPACING REMARKS 1X2 PT FURRING TO CASE HARDENED COIL all O/C GARAGE DOOR BUCK 114" DW TAPCON MASONRY 1 12" EMBED., 4" END DIST, MASONRY I CONIC. NAIL 11/2"LONG TO MASONRVICONC. NO WASHER FASTENER a'.O/C 9 12 EDGE DIST. SGD, AL. EXT DOORS CASE HARDENED COIL 91,. O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 12" DIA W/ 4" EMBED, 4' END DIST., ix PT, SEE NOTE 6 NAIL 1 112" LONG STAGGERED INTO MASONRY/GONG. TO MASONRY/CONC.. WASHER EXPANSION BOLT 24" O/C 33" EDGE DIST. WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOW/DOOR/FASTENED METAL STRAP To (� CONTACT THIS ENGINEER FOR SPACING I PT, SEE NOTES NAIL 11/2"LONG. STAGGERED INTO MASONRY/CONE MASONRY/CONIC. REQUIREMENTS. REQUIREMENTS EXT. SWING DOOR (2).3/18"DIA TAPCON" 1 a" 61C 1 V2 EMBED. a" END. NON -BEARING WOOD 12"' EXPANSION 4" EMBED, 4" END BUCK 2x PT SEE NOTE 6 NOWASHER FASTNER DIST'., 1 1/2 EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24" O/C DIST, 3" EDGE DIST 2. PTWINOW BUCK 0 1j '. PAF x 21/8 9 OIC 4" END. DIST., 1 1/2 O PT TO STEEL L SEE NOTE 6 CWA' STAGGERED EDGE DIST NOTES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3.ALL FASCIA MATERIAL SHALL BE HAND FRAMED' - 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS. SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE - 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.. Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 H WY A1A SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTRDIV. & LOT: CREEKSIDE PHASE 2 LOT #3 R PROJECT* 04321.200 0031?1 MODEL:__f. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS a 4 �A 160 MPH EXP, C " STATE OF FLORV ' FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 � DAATE:TE: 02 26 21 SCAT E:1/4" 1'—O" TYP. EXT. SHEATHING ATTACHMENT Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Pressure Product Design Pressure APPROVAL REVISION DATE For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as MI Window and shown in elevations and installation details.For anchoring through frame into masonry (+38) (-48) / (+50) (-50) / FL17499.2 R8 10/08/2023 SH Window 185 SH Doors Non Impact /concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1'3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use 1/4" MI Window and ELCO ultracon tapcons with sufficient length to achive a 11/4" minimum embed. w/ FL15353.2 R5 12/31/2024 Vertical Mullion 5764 Doors Non Impact 1" min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+48.1 / (-48.1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to active a 11/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW MI Window and Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) Doors installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 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 ,with sufficient length to achive a 11/4" minimum FL15332.Z R6 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Doors 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 of transom centerline tobucking. Fastener spacing @ 15" o/g max. @ head and jamb. FL20461.17 RP 12/31/2021 Opaque single smooth Star Thermo-Tru N/A Min. embedment of all anchors to be 11/4" (+36) /(-47) (+47) / (47) w' door with transom R13 (R14} 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) FL16107.3 PENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD 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 8024 Wayne Dalton N/A Max fastener spacing of 2011 r*,dia. X 3" long lag screws with 1" OD washers with a (r29) / (-35) (+34.4) / (-38.3) FL8248.11 12/31/2023 Door ALT ( 19132' thread penetrati6n ire, sacra d dry wood supporting structure. ..'. 3/8„ Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb R14 (R15) 12/31/2023, Double Garage Series 170-175, 177, 180- Overhead N/A and bracket location. 2 3/4= m'inndge distance. (+29) / (-35) (+34.4) / (-38.3) FL14170.7 (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" R1 12/31/2024 Roof IKO SHINGLES r IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A FL30310.1 into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga, 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A FL5259.1 R32 12/23/2023 Underlayment Polystick lRXE Polyglass USA N/A Self adhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment Wea therMaster lOD Atlas Roof! ng Corp N/A Self adhesive (Alternate) FL34546.1 R1 12/31/2024 Underlayment shield Granulated Owens CorningN/A Self adhesive (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB-1 APOC N/A Self adhesive (Alternate) FL3792.5 R14 8/15/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9/Z1/2026 Off Ridge Vent MILLINUM METALS N/A Install per manufacturers recommended requirements. N /A N/A (ALTERNATE)MMI FL33919.1 Rl 12/31/2024 Soffit Variform Soffits' PlyGem N/A Install per manufacturers recoimended requirements. (+31.6 ) / (-38.8) (+157) / (-46.1) Install per manufacturers reco�ttmended requirements FL15272.1 R4 (115) 12/31/2023, Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) (APPROVAL PENDING) 1/4" x 20 stainless steel or EL(10 Panelmate with minimum embedment @ 1 3/4" in R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max, spacing. Can be headed p N/A + (47) / (-53) FL1fi293.1 Less than 6' span panel MFG. screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in R3 12/31/Z021 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) FL16293.1 6' span or more p Wall§heathing panel MFG. screw or all thread but with wing nuts. FL17147.1 R5 6/27/20Z1 Zip System Huber N/A Install per manufacturers recomiinended requirements. N/A N/A Sheathing James Hardie Install per manufacturers recommended requirements. FL13192.2 R6 12/31/2023 Lap Siding C@Fnplank Building Products, N/A - Inc 1 Joists (2 Story ESR-1336 N/A Install per manufacturers recommended requirements. FL1392.1 R7 1/1/2055 Only) BC _ CONTFROL DATFE 3.30.21 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 il. l x rn Of 0 U ~ u1 Q fa � o O � Z A hry 'C B q � 9 4 i UC IE � UNTY MASTEIG FxROJECT 7 �[ODEL- EXPR SHIN GARAGE PALGMEM ( ,;Ih3 i(11'H EXI'. ARCHITECT: STATE OF FLORIDA r. MAR 3 n MICIHAK-L C. ANDERSON s�� NO 17305 MEWT 03.30.21 D AT : SH, v A l