The URL can be used to link to this page

Home My WebLink AboutBuilding Plans9 9 1 10 a o 2 8 z I -1 7 I-1-� 1430 ,, E F'hv=1 IVE NB, P� M B.�.° L- 7 2 07 Tc-2, a2 f) 733-7092 Fax: 321) 733-7 ` 7 ®STATE CRITERIA: OF FLORIDA DESIGN CERTIFIED BUILDING CONTRACTOR: -FLORMA BmING CODE, Fa=zII'P1AI., 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE -CONSTRUCTION TYPE -MIN. INTERIOR FINISH — VB — CLASS B PALM BAY, FL 32907 -BASIC WIND SPEED - Vult=160 MPH MPH TEL: (321) 733-7092 -EXPOSURE - Casd=124 FAX: (321) 733-7972 -1-STORY RESIDENCE .2-STORY RESIDENCE - MAX. HEIGHT AS PER L( AND STATE CODES STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE . CAW. LIVING 1828 SQ. FT. GARAGE 430 SQ.FT- - ENTRY 16 SQ. FT. LANAI 88 SQ. FT - TOTAL 2362 SQ. FT, A/C VOLUME 15120.E CU. FT. a'$yF ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ABV.. ABOVE LAV. LAVATORY DATE DESCRIPTION AIRi i CONDITIONINGLUMM.C. MEDLUMICINE mla�ne cD'slssuED ARCHITECTURAL SHEET DESCRIPTION ADJ. ADJUSTABLE M.C. MEDICINE CABINET - ALT. ALTERNATE - MFR. MANUFACTURER 01/15/18 2011 FBC UPDATE AMP.. AMPERAGE. MIN MINIMUM — P.G.. Cl—COVER SHEET - BD BOARD M.T. METAL THRESHOLD 01/16AB CD'S REISSUED CL CENTERLINE MTD. MOUNTED -- PG GN— GENERAL NOTES CAB CABINET MTL. METAL 02/21/18 SIDING ELEVATIONS ADDED PG Al. -FLOOR. PLAN CLG CEILING N.T.S.NOT TO SCALE 03/26AB -- — CO'S RE -ISSUED PG �. u A2D-ELEVATION D CLR CONC. CLEAR CONCRETE, O.C. PL ON CENTER PROPERTY LINE ma/19/ls - FOOTING REVISION PER M. eou�s PG E1-ELECTRICAL PLAN .CPT.. CARPET P.B. PUSHBUTTON _ PG P1-PLUMBING PLAN C.T. CERAMIC TILE PH. PHONE 06,/21/IS GD S ISSUEp PG M1-MECHANICAL D. DRYER PLT. PLATE _ _ .PLAN DBL. DOUBLE PLYWD. PLYWOOD ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) PG D1-DETAILS ' D.G. DUAL GLAZED PR. PAIR 102A9/19 IPG D2-DETAILS ' DIA DIAMETER P.T. PRESSURE TREATED /22/ m219 PLAN MAINTENANCE - PG WA1-WALL ASSEMBLY DETAILS DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS 03128AIJ REVISED LINTEL SIZE AT FRONT ENTRr DOOR PG WA2-WALL ASSEMBLY DETAILS DP: DEEP. R.A.G.F.REFRIGERATOR RETURN AIR GRILL 04/24/113 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) PG WA3-WALL ASSEMBLY DETAILS DR D S DOOR. DOWNSPOUT REF. RM. ROOM 04/24/19 REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE (MEL5.) PG WA4—WALL ASSEMBLY DETAILS DTL. DETAIL R.O. ROUGH OPENING. - PG WA5—NOT USED D.W. DISHWASHER S.C. SOLID CORE EXTDR 06MA9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/61.1A (ORL) PG WAIS—WALL ASSEMBLY DETAILS EA EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG 06/21A9 ADDED LED LIGHTS + KITCHEN E BATH PER MARK 5011ES EQ. EXH. EQUAL EXHATJST SHT. SHTHG. SHEET SHEATHING m1/19/19 ADDED STONE OPTION ELEVATION C < D (TAMPA) Sim. 'SIMILAR SHOWER 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER 6 GABLE ROOF F.G.EXTERIOR P G✓FX .' FIXED GLASS S1M. _-_— F.G. FUEL GAS SL. SLIDING 10/25/19 ADDED OPT. 8'-0' CEILING HEIGHTS FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLUOR. FLUORESCENT SWS SHEAR WALL — r. FR. DR. FRENCH DOOR SECTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS FIG. GA. FOOTING GAUGE TEMP. rHK. TEMPERED GLASS THICKm4/m9/2m OPT. 6-0' CLG. HGT. ADDED LED LIGHT IN FOYER GAR: DTSP. � GARBAGE DISPOSAL T.O.C. TOP OF CURB 04/m9Rm OPT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY G.F.T. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE ' GL INTERRUPTER GLASS T.O.S.TOP TYP OF SLAB TYPICAL 05/06/20 ADDED ELEVATIONS 'L' < 'M' (ORL) STRUCTURAL .SHEET # GYP. BD. GYPSUM BOARD U.N.O.UNLESS NOTED 01/15/10 ADDED ELEVATIONS- H.B. H C.. HOSEBIB HOLLOW CORE V.P. OTHERWISE VAPOR PROOF m1/m1/2I --- — -- 2020 FBC UPDATE PG S1-FOUNDATION PLAN HDR. HEADER W. WASHER''''.. PG Sl aA-:DETAILS; xcT. OR ITT HEIGHT W' WITH, -__ PG S1.2-DOWEL PLAN INSUL. INSULATION WE. WOOD _------ PG S1.2A-DETAILS INT. INTERIOR WDW. WINDOW ________ —_ __._ .: Will WATER HEATER -- PG S2-LIFT BEAM PLAN AND NOTES W.I. WROUGHT [RON --- -- --- ----_ 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 1 PG SNl-DETAILS --- r. E. - IL- DESCRIPTION Reviewed for Code Compliance -m OnwersaV Engineering 5aence5 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r �1 CREEKSIDE PHASE 2 LOT #90 PROJECT 04321.200 090R1 MODEL 4EBB 1828 CALI GARAGE SWING: RIGHT PAGE: i COVER SHEET 160 MPH EXP. C STATE OF FLORI ,v",, F/KB �26 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 2 21 SCALE: 1/4"=1' - O" SHEE(T� �k E „ . L kWES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL{�BCR) 1, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UN ER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED 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: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TOWORK E APA THE ENGINEERED WOOD ASSOCIATION PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE TTE TION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WO K. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 2012 E1. 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. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCH ITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY, PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUI RED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6 NT THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION TI N C 0 OF PARTS OF THE COMPLETED BUILDING. THE CON RAC OR t 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8• EXCAVATIONS TO BE A MINIMUM OF 3' 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 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. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH YZ' AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/E 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 GIVER MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING J,URISTICTION, INCLUDING ALL APPLICABLE STATE, CITYAND 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. GAMSES AND GAWORIS 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 EXMRIORWAM COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENTTO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR E AND RESIDENCE SHALL BE EQUIP PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE fD ,�I "I" 1TH OF COMPLIANCE SHALL BE ISSUED TO THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE CO C THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R3012(2) AS MODIFIED BY FBCR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INC HES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS , THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R3012(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1-3/8 INCHES THICK, OR20-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 rHE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,48 MM) SHEET STEEL 1" MIN. RIGI 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 IN FO T E THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA1BY NOT 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.71. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUI ALE T. FLASHING' HORIZONTAL LATH ER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL LSO E -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS PI DETAIL PROTECTED BY NOT LESS THAN'/ -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 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE' 112'"GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Universal Engineering Sciences ;I CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com IIII�AA #: 0003325 mV SLTBDIV. de LOTS CREEKSIDE PHASE 2 LOT #90 PROJECT# 04321.200 090R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: I:) 1 GENERAL NOTES 160 MPH EXP. C k" 4 rEF, N PRINT DATE: 02 26 21 SCALE: 1/4"i1'_0 SxEET G N I' GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN GAtA13pRYr SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP TEMP' I ICE BARRIER UNDERTLAYME REQUII�D I T HAZARDS FLOOD ® AIR FREEZING INDEX' MEAN ANUAL TEMP SPEED (MPH) TOPOGRAPHIC EFFECTSk WEATHERING' FROST LINE DE TERMITE NA 1b0 G NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.Sl THROUGH FBC R302.c3A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 3 II1-0'I _419_SI16' 9'-6" -8" 15'-Iml �t e 0 U1 ,n m � N @Lu E (2) 3052-5H E (2) 3052-SH il'-4' SRC. LANAI R -M 10'-0 I -01I 4. Fs 0 BEDROOM #1 -- --- — I 8.8 CLG. � a ••• = t <V Ci ..5 45 :e f DRNING`.. ROOM CABLE ROOFS 8 -8' CL G B 2X8 W , 4) 5 48' HIP ROOFS _ 10� � Al I , -511 41-411 _G.FIGURE R101,2q) V. COMPONENT AND CLADDING PRESSURE 7�01`4E a WC. J ® m ------ — — — — — — — — — C. b36 V. = BATH #1 j N I W I.C. al -e cL L — — — — — — — xi 8 a ryv I -4 kit) °� --- --� _� r 0 I 36'x60' - -- ---r I G. V. SHWR. PAN TOP I i i e i �X I '� DOd. W/ ENCL IREF1f I 'L---- -- 3'-0° 112'-8'' b24 SINK IR-ISH -S _ab36 - ail4ruu� 7�m I r--n 11 cp 2-8 a,. AI 8'-8' CJ.Cs. MRY I 1111 , — - 1R-ISH ��II II V-8' CLG i 1p n n $ �I 8il I L--u II 2! 6i._�li 51_Su PAN. RANGE b36 A)4u _O -- AI i 0 0 ii I �•8 ar 3-SH O O y Ary>� L°--y I B®R OM#4/ -01 1 >n c. I I al-8 urx - - j � U N� ,y I d) 'm CI II _0�� 21-8" 31_611 1_411 41_01I FLOOR PLAN I � 1 B � •8 ryw ,,, M ❑� SCALE: 1/4' = 1'-0" r II AI NOTE: `; II BEDROOM#3 R Al -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID 8'-8' CLG. C" DOOR VERIFYW/ RETURN PLENUM AND CONDENSER PAD LOCATIONRETURN AIR GRILLE. MT. ti -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 3'-5' BE EQUIPPED ,WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 ® WH. MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT N,;g -22'x54" — LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE-RATEDDOORS. ATTIC I ACCESS - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR.FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. II \ LAV. B V ® -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED Al I I n BOLLARD `r GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION m j U R VALUE OF R-13. d) � BATH#2 ?a I IQ AS REQ. 21,4, CL& I I PER BLDG. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED CODE SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE V-1,0 k) GARAGE °� PROVIDED BY THE HVAC CONTRACTOR AND ARE, OF THEIR V. 8'-8 CLfx 0 CLOSEST ALLOWABLE SOFTWARE TOLERANCES. N -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SI-ICG ARE INFORMATION PROVIDED I BY THE S_g�• MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT BEDROOM 3068 W/ SPECIFICATIONS V_V CLCx 1 n; `p I 36'XI2' ❑7 (2) 3052-SP EGRESS 10'-2° 14'-0° m 11j� TRANS. 31-5" 1/2" ENTRY 8'-8' CL& � m — — 16' -0'X1'-O'O.H.D. n71 � I 4'-41 21'-411 SQ.FT. CALC.'S LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.9 CU. FT. °PENNW SQUARE ZONE 1601fH WIND M FE MAi h' AND TYPE FOOTAGE 1.. MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 33/-43 DR. MIN. CRITERIA _ S.G.U. MIN. 41 ., 5 _ 31/-39 CRITERIA r 13010 O.H.D. 56 5 29.1/-31.3 12'x12' SOFFIT I BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 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 DATE OVOV21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. j� ARCH DTL. L SCALE: 1/2 = 1'-0' N v DBL. TOP PLATE IMMINIT =.I, SCALE: I/2' =1' -0" Reviewed for Code ky Compliance Universal Engineering s�,o,....... f� l� f a LL a NN 3K �y 9 a � E3® SUBDIV. 8c LOT: CREEKSIDE PHASE 2 OT #90 PROJECT* 04321.200 OcOR1 MODEL: 4EBB "1828—CALI" c GARAGE SWING: RIGHT PAGE: F' FLOOR PLAN 160 MPH EXP. C STATE OF FLORIDA FEB 2 B 2021'- MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 DATE: 02 / / SCALE: 1 /4"=1' - 0" SHEET AI 1 SHINGLE ROOF FYPON 5KT11X1-t OR EQUIVALENT EQ. EQUAL TO CONTROL JO ITYF.) 15 EQ. 11 I® Gkiz IIII ■■ ■■ IN DECO r= Iv LENT OR ' HIIIENI■■IIII ■■■ - _ _ FINLEME NMI 0 0 — V I•.!/! 1 8'-8" BRCS: EQUAL TO CONTROL JOINT (TYP.) +/-113'_0" BLPCa. HCzT. - — - — - T - — - - - U EQ. EQ. FYPON LV12X24 OR EQUIVALENT 12 E]LEVATI®N SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 OFF RIDGE VENT OPT. COACH LIGHT ■I I®I -- - L 0'-O" FIN. FLR. 0'-0° FIN. OFF RIDGE VENT I� �I 0'-0" FIN FLR V 8'-8" SRG 0'-0" FIN. I,-011 �- 48 ❑ i ❑❑ TYP. FUR.I r - - -- ---, ------ DEAR ELEVATI®N SCALE: 1/4 = I'-O' TEXTURED FINISH -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RI�Nt OFF RI� t 1�6 _v r LEFT ELEVATION 8'-8" E3RCS: I-ICsT. 45 A3 -0" FIN. FLR. ON I � I C%4� V-41' DECO. DTL. A SCALE: I/2 7 0" MODEL 1828-CAL(-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIREDVENTILATION AREA = 2450 /300' = 8.17 SQ. FT. 817 = 1176 SQ. IN. MI N. REQUI RED VENTI LATI ON = AX 1176 IN UPPER PORTION OF ATTIC = 4704 SQ. IN: (BALANCE TO BE PROVIDED IN SO F F IT V ENTS) OFF RIDGE; VENTILATION AREA - 138 SQ. IN. PER VENT (net free area) TOTAL#kOF VENTS REQUIRED = 3.41 TOTAL#iOF VENTS PROVIDED 4 SOFFIT VENTILATION. AREA, 7 SQ.IN.PERLINEARFT (netfree area) LINEAR FEET O F SOFFIT R EQU I R I 67.20 Reviewed for Code Compliance Ea Universal Engineering Sciences SUBDIV. 8a LOB CREEKSIDE PHASE 2 LOT #90 PROJECT* 04321.200/090R� MODEL 4EBB "1828-.CALI J5 GARAGE SWING: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C STATE OF FLORID >a FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 022621 / / SCALE: 1/4"=1' - O" SHEET SCALE: 114 = 1'-0' TEXTURED FINISH ELECTRICAL LEGEND SY DEFINITION NOTES �BOL /M �a _-..._..-. 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET az IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH - m 110V OUTLET D EGIUIGFI INTER1IPTER !TAMPER INTEM R (TAM ER RESISTANT TYPE) a@ 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER . . r . 4-WAY OPER WALL MOUNTED a LIGHT CEILING LIGHT O LED CLG LIGHT ©� LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT O.ti RECESSED CAN ® s VENT. FAN I CF M PER SQ. Fr. VENT. FAN W/LIGHT 1 GFi1 PER SQ. FT. VITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) I X2 FLUORESCENT LIGHT 2-BUL5 WRAP AROUND (RECESSED) FLUORESCENT LIGHT 2-5UL5 WRAP AROUND (SURFACE MNTU ^ 2'FLUOREBGENT 4' FLUORESCENT fl ---I+—rri 4' TRACK LIGHT PANEL S METER v BAIT. BACK-UP OSMOKE S.D. DETECTOR W/ HARDWIRE SD. WALL MOUNTED BAIT. BACK-UP `x SMOKE DETECTOR W/ HARDWIRE ,. T. BATT. BACK-UP W/ ® 8/G0 CARBON MONOXIDEI0 SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED BE A DISTANCE OF NOT LESS THEN 4' Or FROM WALL PENDANT LIGHT NATURAL GAS{.,.� OUTLET�,,,,� ..�. _ ► TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT a AIR CONDITIONING TO E 21 V UN.O. A/ DISCONNECT SEE THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRE ® J_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT nnnQ LIGHT STRIP nno 36, INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INCANDEBCENt LIGHT STRIP FLOOD LIGHT OPT. SECURITY K KEYPAD r..5 • f"❑ PI PUSH-BUTTON FOR CHIMES N - — �--�► USB PORT y. • LOCATION OF TV JACKS al PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR TTH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWA84-ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION Mll FBCR TTH 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 I TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND T5% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FU9L. ENERrsY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2029). Tth EDITION R404.1 CEILING MITI LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \\\ —--————— — — — — —. COACH LIGHT CTRICAL PLAN i WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M G.B FEEDER: 3- #1 Cu THWN & 1- 96 Cu (G) in 1 1 /2' C. OR, 3- #2/0 AL THVVN &;1- #6 Cu (G) in 1 1(2° C. Wire Pole I Slur : Description Watts I circuit I 1 Circuit Watts .Description Bkr Pole Wire #12M erior Receptacle GFI for TUG 1200 1 2 Space #F12 ation.Pump 1000 3`.,4. Space Hg'C.UA 35 2 #8 Sp -- PANEL - A PANEL: 42 crt: breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-91CuTHWN&1-#6Cu(G)in11/2"C. OR 3-#2/0ALTMNN&1-#6Cu(G)in1112''C. Wire Pole Bkr Description Watts Circuit Circuit Watts Descriiptioh Blur Pole Wire #12 1 20 Small Appliance 15QO 1 2 8000 Range 50 2 #t6. #12 1 20 MicroI / Hood GFI 1800 3 4 #12: 1 20 Small Appliance : 1500 5. 6 4500 Water Heater 25 2 #10 1 #12' 1 20 Refrigerator 1500 7 8 #12' 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Deposed GFI 20 1 #12' #121 1 20 Bath #2 GFI Receptacles —r-- 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer /Half Bed. #2 & #3i Bath #2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Lying Room, Lanai Ughte. AFCI ' 900 15 46 #14 1 15 Kitchen and Pantry Lights & Re s AFCI 900 '17 18 1500 Washer GFI 20 '1 #12' #14. #12 _ 1 15 20 SD &C/O AFC!: Laundry l Bed #4 / Den AFCI 900 19. 20 1000 Garage Door Opener GFI 20 1 _ #12 >_ #12- 1 1200 21 22 1200 Garage: Lights and: Receptacles. GFI: 20 1: Space _ — 23 24 900 Bedroom #1 AFCI 15 1` #1:4 Space 25 26 900 Bathroom #1 AFC1 15 1 #14 Space _ __ 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space.. Space -- 33. 34 Space Space 35 36 Space. Space -- __-- _— -- 37 38 Space #8 2. $5 A/C:RHLL.1.-- (Heater 5 KVA at 65°k- 'S525 39 40 Space 47.. 42 Space_ - Load subject to demand factor calculations !line 16000: 276GO :Load subject to demand factor calculations! line: Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER. NC. NON-COINCIDENTLOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor '436Ct1 " - First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 I I LOAD CALCULATION IS BASED ON PfC NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts 1240 its) --- 14Z 8 General Lighting & Receptacle Load Total AIC Square Feet 1828 General Lts & Rec: 3 W I Sq. Ft. 5484: H-Hats 1 at 65VVILI ht at 100% 65 Total General Lights & Rec (Watts) _ 5549. _ Ckts# I Watts/I Total watts General Lts & Rec Panel A 1 91 6vI 5549 I I LED LIGHTING @ DOUBLE LAV. BATH •1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH 'ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION ('�02m). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER PROVIDE 150 AMP, 120/249) VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-IR" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY F"OR TO BID. 0 C I LED LIGHTING SINGLE LAV. BATH 02 PROVIDE 3r4/0 CU, THLLN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THL N ♦ 1% CU IN 2' CONDUIT OR 2/0 AL. SEP- (CONDUIT TO TERMINATE ABOVE SOFFIT • OVEWANG) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE E15M TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 0/240 VOLT I PHASE MILD PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 R CU 8ERVICE GROUND CONNECTED TO CONCRETE ENCASED TOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/8" DIA X 8 FT LONG COPPER r Coda, 1 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH 321802-3591 www.abdesigngroup.com AA #: 0003325 ( 6fn II f j1 =! i 9 n S UIDZD 7 8a Lei T I, CREEKSIDE t PHASE 2 I.I LOT #90 PROJECT# 04321.200 090R1 DdODEL• fir- 4EBB w "1828-,CALI" GARAGE SWING: is RIGHT PAGE: I' ELECTRICAL' l,1 PLAN 41 160 MPH EXP ''xy ifs: r„'rz, ,. , .. ..�•' STATE OF FLC'I' !: AI, FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 90001 rn,aa"111 a DATE: 02/26/21 a, SCAT :'1/4"=1' 0 SHEET EI A A d TL T Mo (LE PLUMBING PLAN SCALE: 1/4 = 1'-0' KITCHEN SINK LU/ AUTO VENT 1-1/2' VTR I I I (ALTERNATE RIGHT) PLUMBING RISER DIAGRAM 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngro u p. com AA #: 0003325 III \� D svBDIV. & LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT# 04321.200 090R1 MODEL: 4EBB "1828 .CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE- / / SCALE: 1 /4"=1I - 0" Reviewed for Code Compliance SHEET Universal Engineering Sciences P I �I MECHANICAL PLAN SCALE: 1/4 = 1'-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 r �1111 40 w ttj l S Ni S 7BDIV. & LOOT: CREEKSIbE PHASE LOT #90 PROJECT# 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING. RIGHT PAGE: ,j MECHANICAL 4 PLAN 160 MPH EXP. C y FEB 2 6 2021 PRINT 02 213 21 K: DATE: SCALE: 1/4"=1`-0,; Reviewed for Code SHEET Compliance 91 Universal Engineering Sciences PER FLR PLAN 1/2' CLCs. 1/2' DRYWALL SECURE BT. — F'LATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR DIVA T/ M OI ATE 2X4 WOOD STUDS a24' 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'I O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 241I O.G. TYP. INT. WALL ( NON— BRG. SCALE: 3/4' =1' -0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE 3 5/8" OR 5 3/8, 1/2" DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8, 1/2' DRYWALL METAL STUDS 24' O.C. 20 GA METAL t0 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 CONIC TO BE SPACED 16' FLOOR W/ O.C. At 2ND FLOOR 3/4' PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD-� 5/8' GYPSUM Bi OR 1/2' HIGH STRENGTH CLG. BOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) nil) SCALE: 1/2'=I'-O' PRE-ENG TRUSS —� \_ SEE ENERGY CODE FORMS FOR' INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER m tYP- ELEVATIONS O.H. VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFEFMNCE STRUCTURAL Ix2 P.T. FURRING STRIPS 6 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR _ ...a A:. AV a dd d a a a BOND BEAM - SOLID GROUT W/ (I)- S (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT E7` DIA. SLEEVE, DO NOT CUT 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-O" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n W/ WINDOW OPENING �� WALL SECTION r= `� l NO OPI=NI G TNOTE: 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 p� SCALE: 3/4'=r-0' SYSTEM IS REQUIRED- FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6157 QAIJI-K AND REAL 6AS LINE NOT GUT k FVC SLEEVE FOR GAS LINE BOND - C+ AM In' Coy". WL Mo. 3ARS -i1OM SAM a_ a: q: 2B GAS LINE THRU BLOCK I_ j SOAL.E: 1/2'.I'-C' i--2X4 SPF 24' O.G. MAX.—,, SECURE W/ (2) 12d NAILS 0 EA. END 2x, BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS- • R G ingi I :� Z-4 t00i?;�11:1ti� - - `-- CONT- 2x RAT RUN SECURED I STRUCTURAL DETAILS - SEE ENERGY CODE FORMS Fi INSULATION R-VALUES -- _ -__- PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING - STRIPS o 24' O.G. 1/2' GYP. WL. BD. WOOD BASE 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 1/2' THICK, 2 GOAT—L- � PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. 0'-0' FIN. FLR 8' CMU d. e d a a Ad - 'd ° 'a d a. d 1,44 . d 4a. . ,d.. da ti W/ WINDOW OPENING /Z TYP. WALL SECTION �IjJ NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4' =1' -0' 1/2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REG2 VERTICAL TRACK I' MIN. BY MALF. .....SLIDE FASTENED TO TRACK BRACKETB ROOM W/ PRODUCT APPROVAL REQ. 3 D1 CORNER BEAD a' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REEL SEALANT t BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANF-) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2' = I I -O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE A A 2x FASCIA PER x. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE r: ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the Juncture with the building wall with a sealant Complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper ,joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA T14. The flashing shall ext dleviewedforCode the surface of the exterior Wall finish. 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 #90 PROJECT* 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C I STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE• / / SCALE: 1/4"-1' - 0" SHEET TOP: 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MlIsL EMBEDMENT W/ 2' X 2' X 1/50 WASHER 4 NUTS 0 0 'SECURE 2x4 ONE' FLAT TO BLK 9 W/ MASONRY 0 NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' 0 X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' of TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. of to IEI 1❑or NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT 1x4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-114' INTO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT D2 GC46LE, 1/4•.r-®, 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" AWINDOW 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 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CIM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 10' O.G. MAX SPACING. 2XS: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/47 WITHIN W of EACH END 4 IS' 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 1/49 DOOR JAMB TO BLOCK +1 1/2" r.NlWINDOW TO BLOCK +1 1/2" 2X4: 101 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACINCs- 2X8: CEW SECURE TO BLOCK W/(2) 3/16' TAF'GONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL 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 +1 15/16" (D NDOW 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' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN W 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 8' of EACH END 4 10' 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 I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" NDOW 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 1/41) WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK WK2) 3/I6' 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. — 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" now --To AT.nrx +9" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN - HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1141) WITHIN 8' OF EACH END 4 1W O.C- MAX SPACING. 2X8: CMCI SECURE TO BLOCK W/(2) 3/16' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' of EACH END 4 18' OjC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WK2A2d WITHIN 8' OF EACH END 4 W TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" nnW TO FILOCK +3" 2X4: CM SECURE To BLOCK W/ 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CECI SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN - SHANK SIZE .14.5 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 15' O.C. MAX SPACING. B' CMU 1/2' DRYWALL I'X4' r—� P.T. NAILER T/16' OS.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 1/41) DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: CEO SECURE TO BLOCK W/ 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6: MKI SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN - HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1141) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4, EMBEDMENT INTO BLOCK I NI 8' CMU I/2' DRYWALL ❑ I'X4' P.T. NAILER I' P.T. X 4' MIN. �4 DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1141) DOOR JAMB TO BLOCK +3 3/4" �Z� III 0_ fiLOCK +3 3/4" CMU y + . �' DRYWALL XM._...:._a_ IX FURRING w RIP 2XIO TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK CIREQUIREMENTS 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT# 104321.200 09OR1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA 2 6 2021 MICHAEL C. ANDEkSON AR NO 17305 DATE: 02/26/2, SCALE: 1 /4"=1' — 0" IBReviewed for Code Compliance Universal Engineering Sciences SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------ FASTENERS TO BE SPACED • 1' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTINMR BUILDING PAPER APPROVED METAL LATH FASTENED .1' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM t11NSTALLED PER 1 e TO LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' TO H' 6' TO H' THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM G1063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN NOT CONTROL JOINT FALLS ON \ 1. FASTENERS FOR LATH TO BE NAILS OR � STRUCTURAL. STUD � STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A OI. FOLD INWARD • Pi. A s. CREASE • PT. B 3. CREASE • Pr. C O1. FOLD INUlARD • PT. A 7. CREASE • PT. B FOI a O1. FOLD INWARD • PT. A Z. CREASE . Pr. B 3. CREASE • PT. C 4. FOLD PT. C OVER Pr. B TILL PT. C TOUCHES BOTTOM FLANGE FL,ANChB L WATER TIGHT SEAL. FOi NQI CUT. }' THICK. 3 COAT CEMENT PLASTER (HVN'S), 1/2' 7 COAT CEMENT PLASTER (Cl-1U) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER "I, STUCCO WRAP 09RAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILMG FLANGE, STOP UM AMMO2S I k' ABOVE SHMGLES ('FRAME ONLY) FASCIA WRAP SxS WALL FLASHING KICK -OUT FLASHMG (SEE DETAIL) NOTE; APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) E W • HORIZONTAL LAPS. L1' ALL SEAMS NEED TO BE TAPED ATH VERTICAL LAP TO BE WITH FORTIBER SHEATHING TAPE / I" MIN. LAP e METAL LATH flC X X X I X X X T. METAL LATH 6" MIN PAPER LAP BELOW ONL7 / UIRB LAYER 02, FORTIMMER BUILDING PAPER 2 APER LAP SCALE: 1 1/2' =1'-0- ® KIC KO UT B.h DETAIL UTATER TIGHt SEAL (BEND OR SOLDER D NOT CUT OIS{ 1 WRB LAYER w, STUCCO WRAP I' MIN LATH LAP, 4" OVEI ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN WIRE, LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDe SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) BUILDING — PAPER STUCCO THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER MI, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6' MIN. LAP LAP c LATH LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER G�wjp. SI`IE6941 10 OR CMU WRB LATER 01, STUCCO WRAP (FRAME ONLY) ° THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 E 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 5 " L" FLASHING - 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE Oi SELF -ADHERING MEMBRANE rLASHING JTEP lI 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 N.T.Q. 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIpE OF LAHERING MEMBRANE .STEP "2 FLASHING WRB LAYER h, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) N TfRAT I ON Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18h. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. E TA I L (FfRXI) DRAINAGE FL)4NE (WR L)4�E1z 1*1/ STUCCO WfRAF) WR�B L,,4YEFR #2 (1=OfRT11=15EfiR—'—,—,—'—,— BUILDING f)4FER) 1"IETAL LATH X X X X STUCCO I A. WOOD OR 1/1611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: 1'IETAL LATH: LATH TO 5E PEA' SECTION fR103-11 / )45711 C-B4i-14a/ r-11N. 2.5 LE35- FEfR 5Q- 1rAfRD ( UT I L I T*T' O1R N01" I IN)4L LATH DOES NOT 1„IEET 5PECIFIC)4TIONS) Vniiii 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. 8e LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT# 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 ra02 26 21ATE: / /CALE: 1/4"=1'-0" HEET WA1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYER INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP 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, Y4' CAULKING 9 JOINT ALL AROUND HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING In DRAINAGE PLANE (UJR5 LAYER #1, STUCCO U)RAP) UJR5 LAYER #2 (PORTIF 15ER - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP UJALL SHEATHING SELF= -ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO 5E PER SECTION R-I031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIF- IGATIONS) ELEC. METEI VERIFY LO ■IMON M STUCCO FINISH 6 " SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP d SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' 17- / NOTE: �/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 8 1 GOAT OF PAINT IU/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM `)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. LUIRE 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 WR5 LAYER *I, STUCCO WRAP WOOD SHEATHI> APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT At ALL JOINTS AND INTERSECTIONS STEP #i 5 T E 1*3 7/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING * WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD r T/S' TEXTURED CONSTRUCTION�FINISH s WOOD i FASTEN TO WOOD STRUCTURAL MEMBER ® T' O.G. MAX S' CMU k Ye' 70 J¢' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FIN WR5 LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 5TF *'2 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING _ GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP Is, WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E F # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E 5T E f= LELECTRICAL� RECEPTACLE Reviewed for Cod6 Compliance 03 Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroulp.com AA #: 0003325 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT# 04321.200 090R1 DdODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 ra Aav a 02 26 21 DATE: / / SCALE: 1/4"=1'-0" SHEET LEGS V T DRAINAGE FLANE (WRP LATER *1, STUCCO WRAF) WRB LATER 02 (FORTIFIBER ...... — — SUILDING RAPER) METAL LATH x x x x STUCCO L i a... . .+. WOOD OR 7/16" ZIP WALL SHEATHING SELF-ADHE51VE FLASHING — — — — — 4 2 1/2" 1 AWCORNER BEAD CORNER BEAD (FASTENER E SPACING -8 -1" O.G.) LWFto! 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (�P BLOCK Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT* 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: // 02 26 21 SCALE: 1/4"=1'-0' M SHEET LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (F=ORTIF=IBER BUILDING FAFER) METAL LATH STUCCO WOOD OR _1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE — BARRIER "4 U11 �yVEAL SIDING W SELF -ADHERING — FLASHING STARTER STRIP — DO NOT CAULK OR SEAL OPENING GALV'D METAL— ' FLASHING 1 yi X b' SIMULATED WOOD TRIM MEMBEI STUCCO CASING — BEAD u ea LIM W SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE 5ARRIER "2 b' SELF -ADHERING FLASHING GALV'D METAL T FLASHING DO NOT CAULK OR SEAL OPENING / OR SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 6' SIMULATED TRIM MEMBER GAP W/CAULKIT WOOD CONSTRUCTION \� BEYOND v WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER "2 Ul%6' WELAP NG AL OR / / / \ W SELF -ADHERING BOARD t BATTEN / FLASHING SELF -ADHERING: y 7 i WEATHER RESISTIVE FLASHING \ ' BARRIER "1 STARTER STRIP / \ \ WEATHER RESISTIVE \ \ BARRIER 02 \ DO NOT CAULK OR I �j4 W SELF -ADHERING SEAL OPENING FLASHING \ GALV'D METAL GALV'D METAL 'T FLASHING 'Z' FLASHING DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION STUCCO CASING BEAD / \ / HARDIE TRIM PER ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT � STUCCO C45ING BEAD SIDING TO STUCCO Q BLOCK TO FRAME �� TRANSITION l F.`t 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 O MM Q a.. SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT# 04321.200 090R1 MODEL4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 DATE- 02 / / SCALE: 1/4" =1' - 0" i CA SHEET L mI 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH 6 CMU METAL F,1 y\ I\ I\ I\ I \ I \ zxr, sue I \ METAL FASCIA \ O WRAP Ye' FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \ \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY N. TT \ � ELEVATION ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) 1-1/8" TEXTURED FINISH WOOD, 1/2" TEXTURED �/ FINISH s CMU 2x6 SUB -BAND W/1"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" ` OFF WOOD WALL .AA NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE GUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m' SCABBED TO TRUSS W/12d NAILS (6'-8" O.C. MAX. 2x SUB -BAND WAIY"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAi" IE OR CMU) SUB BAND DETAIL (E) WALL SUB BAND DETAIL (9) WALL W KIC 1 �-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 8 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. J'4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOK EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abdesigngroup: com AA #: 0003325 StMDIV. & LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT* 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO T7305 rs &N a DATE: 02 26 21 1 SCALE: 1/4"=1'-0" 1 1 j it,"W", 9 -4" ,, z 3'_4" / 3 28'_8" 9, 6 15 10„ IMI FM-12X12 FM-12X18 1 Co - I N N a0 o 4" CONC. I� au uo I N a SLAB LL Ow LL cJn a *-3 1/2" �F-24X24 10'-0" 10 ,.1 F 1 FM-12X18 EXTEND 1.1 SLAB 1 1/2" f] .'I d00' co FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. i TOP OF FINISHED SLAB SHALL BE+-0'-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. FROOVIDE 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.EIINDICATES #5 BAR, DINDICATES #6 BAR,NINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12 SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30' #6 =36"), AND REINFORCING SHALL BE CONTINUOUS, 13 RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN: DELETED UNLESS NOTED OTHERWISE, 14 VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15 STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE IUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION ,LL BE IN ACCORDANCE WITH TMS 402/602-16. USING: F rn = 2,000 PSI, TYPE "M" OR'S" ZTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, NI',RE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED O/C MAX. SEE PLAN FOR WWM SIZE. 3PECTOR NOTE: f UCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING IE, RESIDENTIAL, 7th EDITION _ SLAB SCHEDULE SLAB THICKNESS REINF REMARKS 6x6 W1 4XW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE RNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30' LEG EACH WAY WIDTH —'— LENGTH THICKNESS BOTTOM REINF R TOPEINF T.O.F. SHORT LONG 8" SEE PLAN 101, (2) #5's (+)0"-0" 12" CONTINUOUS 12" (2) #5's 12" CONTINUOUS 18.1 (2) #5's (+)0'-0" �16" CONTINUOUS 18" (2) #5's (+)0"-0" - 12" 24" CONTINUOUS 24" 18" 12" (2 s (2) #5's (2 s VARIES (-)0",4" SECURE AlG SIMPS❑N WB c❑Nc, w1 STRAP UNIT ROLL STRAP OR (2)-3/1G'X2' EQUAL e EACH TAP -CONS CORNER OF UNIT C❑NC SEC 2194 HWY A1A, SUITE 301 INDIPN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #`. 0003325 F 'E z \ 0 VIA ,s? as $ a1711 ) x � 90 SUBDIV 8e LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT* 04321.200 090R1 v MODEL 4EBB "1828-CALI" QARAC;E SWING: RIGHT PAGE: FOUNDATICr \1 , PLAN i 160 MPH EXP. ."ti! URE STRAP to SLAB UNITS W/ (2) #8x1 1/4 SHT MTL STATE OF FLORIDA SCREWS A/C CONNECTION TO PAD DETAIL- FEB 2 6 2021 MICHAEL C. ANDER ::,I AR NO 17305 PRINT 02 26 21~ DATE: / / SCALE: 1/4"=1' �z Reviewed for Code SHEET Compliance Universal Engineering Sciences Z ' STEEL REINFORCING IN GROUTED Q n CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS Q W 00 00 J O v Z 8" CMU WALL o � M a ° a. ° SEE SLAB SCHEDULE EXT. PORCH SLAB f d n 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) z N.SEE SCHEDULE FOR WXD, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ,� EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-0' BOLLARD - LAP NP PLATE A MIN. OF 48" AND N\SPACIN COMMON NAILS,4" O/C BTM. LAP TOVER STUD 2x4 OR EARING — WALL W2 LIDS SEE PLANS IN . INGLEBTM. PE PT.PROVIDP PLAT 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4" TAPCONS SCALE: 3/4"=1'-0" VERIFYHEIGHT OF WALL W/ PLAN PROVIDE BLOCK RE B . PLATE TO VT dMASONRYNAIL AGGERED. L METAL JECTORS NOT 11RED WHEN NO _T IS PRESENT. SLAB SCHEDULE TOP OF SLABS .�_ .d° O a a SEE SCHEDULE FOR: WXD, BAR SIZE D! BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE. 3/4"=V-0" (NO LIFT) I. _Z STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m V W 00 V IL IL a ' ¢ O 8" CMU WALL p - Z TOP OF SLAB ° x VARIES SEE SLAB SCHEDULE TOP OF GARAGE ° EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° °'` 6" CHAMFER (2-STORY) JOINT (WHERE i- i SEE SCHEDULE APPLICABLE) Z 1 a•' FOR WxD, BAR SIZE AND BAR QUANTITY N TERIOR MONO -FOOTING C2E GARAGE SCALE:3/4"=r'-o" wl J I rq NEW REINF. BAR 4J SECURED W/2-PART I EPDXY. MIN. EMBED Q 6" UNO p FOLLOW ALL MANF SPECIFICATIONS FOR Q m I USE AND m PREPARATION OF v Z K W HOLE. J o p �C M o QUO, QQ 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 5GALE3/4"=1'-0" 30" MIN. EACH WAY ------------------ MONNOLITHIC FOOTING °..117.rT .;> FM Q v>I11 > CORNER BARS, SAME SIZE AS LARGER BAR O IN FOUNDATION', WITH 30 LEG EACH W 'PI WAY AT ALL CHANGES IN DIRECTIONS i v7 U SO THAT THE STEEL REINF IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ° u CONTINUOUS STEEL MONOLITHIC v p' FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE_ THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING - WALL W/ SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT LATE TO BEST. PROVIDE DBL. OP PLATE SIMPSONSPH40RSPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" SCALE: 3/4"=V-9' Z5�1112�FMBED. GHT PLAN O NG Q ATE TO SLAB W/ zr ANCHOR W/ 2" HIGH STRENGTH MBED. MIN. @ 16" OC SLAB SCHEDULE a d ° a a EQ. EQ. -SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=V-0' (W/ U P L I STEEL REINFO/EN CELL SEE PLA SPACING REQ i Q W 3 U 0co EL 8" CMU WZ POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL TYP"TOP ( ) OF SLAB WGROUTED 2X WALL FRAMING SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 5" 2E "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO CELL, 4" FROM ENDS AND ° ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH �� . —FOUNDATION AND SLAB ° d SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBIN'ED EXTERIO MONO - INTERIOR FRAME BRIG WALL TO OTING AND COL. P � BLOCK WALL CONNECTION � � I 1 SCALE: 3/4„=1,_0„ RB FOR ,SONRY ITS SET ELEV: )" RECESS AROUND GARAGE ,I DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W116d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SCALE: 3/4"=1 -0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. / ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO w UPLIFT IS PRESENT. rSEE SLAB SCHEDULE Q f ° q d a • 4• EQ. EQ.' SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR CURR FnUNnATInnI XA/Onn IA/AI I HLL: -3/4"=1'-U" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH IS FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325�: a a Q � l/ SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT# 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C_ STATE OF FLORIDA r z. FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT -11 DATE: 02 26 21 SCALE: 114"=1'-0" SEMET St°1 DOWEL PLAN SCALE: 1/4" = T-0" 2194 HWY A1A, SUITE INDIAN HARBOUR BE. FLORIDA 32937 PH: 321-802-359: www.abdesigngroup. AA #: 0003325 S 7fi L h 4i #i ly I i, SvsDiv se LOT CREEKSIDE PHASE 2 LOT #90 PROJECT* 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: i r DOWEL PLAN 160 MPH EXP. �s L E OF FLORINFEB 2 6 2021 EL C. ANDERSON R NO 17305 �GALI+i: 1/4 =1 —U Reviewed for Code SHEET 93 Compliance ^ . 1 e Universal Engineering pC�\i 2� Sciences I TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. 4 . a. r a �• :rd. . 4 •a 4 a (L J °a p .4. CLEAN OUT .REQUIRED [r FOR INSPECTION m n) ° 0 4 o M 0'-0" FIN: FLR.' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z —W O CO C) BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" �� HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4'=l'-0" z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mW 00 C) va U Z 8" CMU WALL a. SEE SLAB SCHEDULE EXT. PORCH SLAB A . 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION °. 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) _Z a MATCH STEEL 6" PVC CHASE REINFORCEMENT PER SCHEDULE THRU FOOTING iv SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY _ TOP OF SLA ° e < '.. " ,. a < ' d' TOP OF SLAB a ° . ° W a d �> M O a . e117 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING GALE 3/4"=1'_0" BAR SIZE 4813AR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" i I 1 I 3 r� #5 BARS FE Q 8 V 0- - NNCMU UNIT DIMENSIONS ARE NOMINAL SIZES - ,/z 3 MASONRY SYMBOLS SCALE: 3/4"-1 -0" Reviewed for Code Compliance Universal Engineering Science 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrouo.com AA #: 000332.0 SU19DIV. 8e LOT: CREEKSIDE PHASE 0',, LOT #9'0 PROJECT* 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: , P I DETAILS �d 160 MPH EXPm r2621 21 02/26/ALE: TE: r31D 1 /4"=1' — 0" SHEET SI° 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)110d 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, BEAM SCHEDULE INDICATES OPENING BELOW/T.OB =TOP OF BEAM/ BO.L.=BOTTOM OF LINTEL/ TOA.=TOP OFARCH /T:O.S=TOP O SLAB ABBREVIATIONS E.E. = EACH END, O/C ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WzH REINFORCEMENT STIRRUPS R MARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8)q8 1 (1)#5 1— N/A I— GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES , s.i: 8F 16-1 T/0M/0B 8F 16-1 T/OM/0B 8F 16-1 T/OM/OB 2•I IR r O F a.LL °° GT 8F24-1T/0M/0B , s: Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937, PH: 321-802-3591 www. abdesigngroup'com AA # 0003325 n a m� 4 4 f lI M." ft o a ao eel r CREEKSIDI;E PHASE 12 LOT #90' PROJECT* 04321.200 090R1 MODEL.• 4EBB "1828—CALI" GARAGE SVrMG: �7 RIGHT PAGE: LIFT BEAM PLAN AND NOTES y r 160 MPH EXP. C> v FEB 2 6 2021 MCHAEL C. ANDERSON AR NO 17305 PRINT 21 26 DATE: 02 / /� SCALE: 1/4"=1' - 0' SHEET S 2 i i l #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK � 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4'=1 -0' NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING... BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (E\ PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING Q�\\J 7� ENO REINFORCING (1-2)HEIGHT2) 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#5 \ TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8"x16" CD 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 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE \t1G 8x8 BOND BEAM -- TOP OF Q!G\J W/ (1) #5 BAR BOND BEAM$ — F O F = FILLED W/ GROUT' .. U = UNFILLED GROUT SOLID FROM — TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S,RSE IN 2ND BOND .r BEAM COU WIDTH BEAM, IF FILLED LINTEL. SEE NOTE 5 16-1 T/1 M/OB 8x8 PRE -CAST CONCRETE NOMINAL —�� LINTEL W/ (1) #5 BAR (L2) QQ HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF t. MASONRY 4 OPENING-2" /+ IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM Z#5'S, BOTTOM 8x8 PRE -CAST CONCRETE 2 SCALE: 3/4"=1'-0" AND XFXX 1T/DM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS + AND XUXX 1T/1M/0B INDICATES DOUBLE BOND BEAM ABOVE UNFILLED TOP _ LINTEL OF OPENING Y AND XUXX- 1T10M10B INOICATES.A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT PRE -CAST a 3 1kl 2X6 (MIN 2 X 3) 2-3/16 TAPCON 1,7 "a OR DRIVE PIN MIN SHANK WINDOW z a SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" 9 SLOPE 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 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN.2-12d PER BLK. EA. END EMBEDMENT V/7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM A\ PROVIDE #5 BAR EACH SIDE BOND. B STEEL BEEAMM OF 0 LEVATION CHIA E CHANGE IN 7 ELEVATION OF BOND BEAM SCALE' 3/4"= 2194 HWY A1A, SI INDIAN HARBOUR FLORIDA 329 PH: 321-802-3 www.abdesigngro AA #: 00033 ' SLTBDIV. & LOT: C LEEKS IPE PHASE 2 LOT #90 PROJECT* 04321.200090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA T FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 21�/ 261 DATE: 02 SCALE: 1/4" 1 '-0" k Reviewea rar "ut Compliance Universal Engmeemi 1B Sciences SHEET S2. 1 A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES _ SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/S-OB 161T/OB 0-1T/OB 1T/OB iT/OB -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 1T 8/18-IT 8/201T SY14-1T 8/28.1T 8/32-1T 8/8-1B 18-iT/IB a1TnB 1T/1B 8-iTnB 2-lT/18 818-2T 8/16-ZT M20-2T n M-n aW-2T 3'-6" PRECAST 1436 952 3114 4217 5321 8428 7531 " 3 -6 PRECAST 689 1024 3'-0" PRECAST 1569 3524 - 4394 5263 6132 7001 2485 6113 6365 7708 9031 10000 15M 3524 4394 526s 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4785 5587 V-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 5325 6079 1981 6113 7192 6524 7827 8751 1363 3000 3615 4570 5325 6079 4'-0" PRECAST 819 533 1770 2400 3033 30M 4300 4 -6 PRECAST 398 591 _ 4'-0" PRECAST 1207 —1207 2582 3375 4 443 4711 5379 1625 5743 7547 0752 6541 7665 2707 3375 4043 4711 5379 51r4" PRECAST 931 1247 1999 2580 3123 3888 4249 " 5 PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1018 2276 2838 3399 3961 4084 V-10" PRECAST 817 1024 1631 2090 2549 3009 � 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3093 5877 6036 am5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'$" PRECAST 410 721 6'$" PRECAST _ 835 1201 - 1578 - 1955 2332 2709 1139 3227 4W8 7054 10000 8825 835 lase 2329 2790 3261 3712 T-0" PRECAST 570 T-0" PRECAST 303 534 7'-0" PRECAST 710 900 1181 1462 1743 2025 � 24�98 9 8 4886644 7067 727 1624 2025 2426 2827 3228 9'4" PRECAST 428 2481 2818 2621 914" PRECAST 192 384 9'-4" PRECAST 45 586 767 948 1129 1310 633 18 4 2204 81 572 1318 1643 1969 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2183 2028 101$" PRECAST 151 301 10'-W PRECAST 3W 40 _ 612 755 899 lo42 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'-0" PRECAST 330 544 1312 1742 2252 2868 3830 11'-4" PRECAST 132 417 11'�" PRECAST 430 408 530 653 777 872 544 1312 1742 2252 2868 3552 466 10� 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3177 440 940 1300 1580 1314 1476 13'�" PRECAST 270 433 1045 1365 17M 2157 2635 PRECAST 82 298 I T- 4" PRECAST 306 3W W3 484 575 645 414 1046 1365 1732 2316 2605 398 780 1057 1312 1071 1203 14'-0" PRECAST 254 368 978 1272 1606 1988 2279 " 14 -0 PRECAST 71 293 14'-0" PRECAST — 279 278_ 360 443 526 609 390 978 1272 1606 1950 2389 378F616 7 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 2 - 506 on 746 885 458 1079 1429 1824 2277 2712 2463 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 _ 15'-4" PRESTRESSED 224 — 7._ - 464 574 684 793 412 1014 1340 1703 2118 2513 230 ON 1134 1353 1572 1T-" PRESTRESSED N.R. NR NR NR NR NR NR Ir-4" PRESTRESSED N.R. 83 17'4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'�" PRESTRESSED N R NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. E148 19'�" PRESTRESSED —7� _ 348 430 513 595 235 736 959 1200 1467 1716 186 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 214" PRESTRESSED 142 219 308 381 464 527 180 598 833 1038 1168 1468 142 373 _ 537 690 818 943 22'-W PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 _ 22'-0" PRESTRESSED 137 228 _ 200 359 428 497 185 660 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24,-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED —124 174 — 245 302 360 418 129 460 654 824 1014 1147 124 319 455 _ - 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITI, AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED � - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 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 #90 PROJECT* 04321.200 090R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 Id P DATE: ]PRINT 02 26 21 SCALE: 1/4"=1'-0" Reviewed for God, Compliance ku Universal Engmeeriny Sciences SHEET S t e 2/�/��® L 1 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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1DA 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" N 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. END JACK :RF APDI I! GIRDER/TRUSS I I' TRUSSES VIII WI BOTTOM BOTTOM CHORD CHORD 2x4 SCAB NAILED TO \- DIAGONAL TRUSS BOTTOM BRACING/BOTTOM CHORD W/MIN (4) tOd CHORD BRACING NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END FOR EACH CHORD CONNECTION �, \ DISSIMILAR BOTTOM CHORD BRACING @ MID RUN COYNICE AD III POLL rom TROLDAII"T'7/m95 :ek UNP RIMY%)N `°RECON L1f5. UPLIFT GRAVITY DES. JKLIT CRAVITY FASIENER FASTEIII ,'A III. lo]o MRA-11 InaO I I ICT LPLC,(7I I-PCr, 11111111 (IF 30` 'I- PLY. III ledPL(, LCIED4•, 11161P /030 12L,A-16 ,a, 3..: :PL�,E1BFD4 NLITO. , 1III '1-C1.FMi' HIAIt 1."1 HETA-IC 1LEE I1.11IOC AI/", al 11. 1. PLY, ERNI 111 I5;1 IIP rli/2' 1. 1, 1, FBI 1. 111. L M11104' lA2D 1F PfIA•10 111 IF IICI IDa, I10 a136C2-1ECOEDT OF 10C)11112"1- PLY, (8) 16a 2 PLY, fMBEC4' OjYIA-4u -I,L o, IEIA-1d 203 1 o V.,TS VP'. YP¢FMeInT tnl TIFF xl t/1't-vL'r.III 1i11LL (I.16c 2-PLY ENBF04' (L21Hid ? FLY _EM3EDA' T FIAT.2 1111 LG' 2 1883 IN /4 w q n w01 J 101 1 H' Y I 11 uc 4 11. 1➢ 1 NER 1 III. Pi 1 111da A' 11NO0 I1 IRII 1121 SDI1 3' 10 WEIRD, tlI N ..5 IT I TO ANALL L,IA-2D 213U ISTI I ad CIFF IIL 1 I12. I PL Y A IT I IF TF LISP OF($ Pi -ID A CCIINTAKE 118 10 II:: IP F L l- R, Fl CEPIANC MJGT151 1143 MGTT PIER Ill/8 AT V. I NNGY S RE Vf I ITCLIFF(MIN . I2 FM IUI.(2)IIM IU Ni 11I /I ITR•H• IVL IPOnIM I IR :ED. IIII LUTOWOOU YJGFl+ LAIR RICIR Y/OOD(8110C, MA30NRY(2) 314' AIR (2I 3/4'AT.I IN H16H STRENGTH EPO%YIMIY. 12' EMBEFXC(1LIIMTOWOOD FINITE, SRO: LIST a, ICSW I: X,m, I,, A1111Rr2j 3;.I' A. I I P!LAE'AIRr LIGI IF LENGTH wuvrlMN IP EMPLOY. P1+ILa TOFF LPIA III() PARALLEL III WALL ,I •11111V)CNWRIDwAII IA2 121N CALIF ZIC PFIF.DI ALL WALL J LAR I0111 .ITT' 11) II_L2•, NJFF III VGT IS. 1 18'•..E1111 STR111('F F EPDXY iNIN.12" EPAIELli(41 Im TOY/IFI III, OF I111 J)"d At P OF T111 (11 P-8'A 1 11 IN TRAF RI RED. II 1IN, 1,R I11"IMIL 1', (111 SDI111".I H III 11: VGT /18i 0,-aA.,11 YPdAl IRfNGIF".I I MTV. 12 FMNIOI. RE"L, IIIB AIR.INYIL _1' M£D),(.'I'IRNl1 el '1TW12 965 11111E PRO (111 10c11IN (1411M P4ILOT A1RX FW16 I'll I11-I4 1 110 11,L B.Nl 11"FOIT., (IT 10d x1111' HlI2R "I'd lu0 241]c'l ul2 LE) Ru11OdMum HIWJS 1313 HTSJS 133N (11'11 OC N I I YI,(ID) 1 OJ (24I I'll e111, L•.IAI2» 111 LSIA-V'» 1113 I"'INA (10)INN LSFA18» 1IS, LSIA-IS- 121, I Bm 1141it. MSIA-1B» 131n A.tB» ifh Pn LE, Imlmd 1ISIA-241T 1640 MSTA-14» 16Ad 11BI LEI LINT IM M. A I... 2Oni FILL IN,4 11111. 2211 M 1I 106S SI MA-f 1 ! 1a I2111W 1511231 2'R MSId ISO, C 1 ) ( n k 118 SI(6 EAST-N CA, Y III, a31/2' 14.)Ild%I V2' LRA5 1. 16 105i IF P 1 112'.1111 W1 IFIR Ed 10 LEAF 11, dt LGSTJL SVIn BITS R, AN TO I LR, "11. TO"IF d 2o 31"IClum M I.34 S2i IY F1@1CON, A11 1f0'IF 11e11/2'IU 1EA11 IS'.M 11/2'TO POST. I618d, 1 11 IF TO BE AM, (4, Ed, 11/2"TO POST. FCW I FOR c IN,, 1 I,2 TO TAO S 1 3.: 11/2 TO RFre 1121 IDa M 11/z RT18A lC20 11. W40 1 1 IT,1111 I O TIw.a, FE, 1M A I I/J'roILA O IIt 1➢11 Mll/2• MJC.IU%YFM4 4173 CRT NHDJ4 TC40 TTI III IOIY.OIF, (IDI WSY VINDISCNIIN.S IOF CN/ CIC I HIRFAIREDRCC IILI'NDS 11111 TDA00)I30140\3'1"123/I"SN/THRiAD11J ROD(Y) N. l I5WASf II11P PLC MJGTIi RVHUtA il:i 'IT R RED 11 -310 er 10: TO TRJSS.(IOi'A'53NONE, SCRFttS TO POST!\':528' TYRFAIIED I III SOS IRE X3'10ALONE. J31.314'FILLED BOLTS DI THRFA'DfDACC(2) YUTS(A'ASHFR/2YEY ,A "I I'll PI. 4M 1-.1 11,11 11 T. R. IN HIICEF 'I PC 11, TP FPO%C, MIN ID'I-)RA,02) lm )WOOD III 8 A I It IN F'.0 G MY, TIN TOED.I IN CON III 1M TOWNEXT) 1ALRE, 14S A9 fi 111, Rl`.1 (Ij+/91IA NHIGF ITIFFELF E 1, IMIN. 11,11410 N CO11., 111, 1&I TO AODD Ill+/8' A IT, YHIGH STEP YGTH E•Oef IMIV Y VOLF IN IONC„(12ERLC TOWOOI( LISIl- I'. LLT. 1310 11,l 1 IN 1 Mil YG I F PF 11111 _" fMI111R, .,C%1 'Ill.,TOWI:',1D (]13J5' L T R. IN HIL SIRFNCH I PONY IMIN .I I MY, T.I IN FITIL I8111k,"I WI II YF LT.'I♦r 1100 Lll l SOI 11 N TIN HIGF. l T R 1FT'L 1 T IIUO 111 10 . NFL. YGTH IMIN EXCEED1 I LIFE E,TO I U 45 ITT 41W PTT4 4415 (1', /B Ni - SIREN OX M _ EMBI III COOL '..,(1 ltl 1/' (11/ ATR.I H(i i POR N ,)NCO 61t l2U HI4j ,nlli FII- )90 'I 8 I I F Y-JFSLET N E2YIRIY., , Ma ILL Ym C., 126 1 412 1 111 51P A-ItINHIa LIRENG I I CIIIMIT I f XTI,I INLON bl I -I/2,• 1F011r 14395 MS.1111.th III'D 1114TFI FIGH STREF FEPC%Y,(MIY 10 CRE,iELIENCYLIC.. 21IdrS3 YtTi0DXAF3tS I I11 A.T. P INHIGFSTREYGICIEF :Y_(MIY_.JEM3ED.INtCCK_24)SEF 12i"WOLLOWLERPS PH05A FIFO F O)B L645 I"'DA.3. INHIGFSTRENGTCfAC%Y,(NIV2" EMBEDIINCOYC.I14IW53WOODSCREWS III 7/8"A.B. NHIGPSTRENGTCI1PNX1,IMIN_2"EMBED.I IN CONN, 3I 3/4" STUD BOLTS TO'XAF N !BID I I(: B' A. f. I Y F IGF SIR E N G I IT PO%Y, I MEIN I FIBIFI I11LONG I411/W STUD OOLI S I O WOOD 1N M3,Al2J ti8n MPFA 3.Su/11.25 COX �I'D I11: 2.1 ULIYJ M ild FRIEUR Mm E NS I'INU�V.EDCI ';T CALTtIRAMSII/REIIIII<U E`ILI Nf AYCF) FIT IN I/MN, EM9F131N51ALLEDIN IAU.11411Ik. AVAIL 3u I 1'3 1, 111(i IRf11 H IIII 1, IMN 1 f1' LMH ITI \I. J. TOP, 1113 _. NFGF SIIIfMiIP f ,IMIN. S./,"IN3EDMIN NCM. A(E118T1k ILD AM F 134111E ILLS )n0100"1 F.ISCnv f43s 253I(Imy) ImI 16d TO IRA DER I10)1 d10 WOOD ,, (10116a OITEAD11 N0116 10 Nro0O (WULI' v 1 mm�r(wJ 15s0 CO.80 11 CM N lam tm I111 I ISCRFM1 ETO W NnoO P01 1 "TAP 111 D uuD nal l/t 3/a. Tll uPER unMlnrocMl nlRW mHm¢ 'gmajs, i D)10-[1F CMIII ]99D 3080 FJE-11 M12 1l MNl I.A I'm INn/4 WSI CR / (101II-I1 ,1 JS lI VE VI I1011k OWOND (III 1,N 2-3/4"INEV 9V111 NCEIIU MI(1O ]OA 10 WOOD Y I2]Od11 LMU1 2]ti O]5 IIAIIO'3 (C"II 18W im Ix'i AA a I1110_IIF NIOOJ ISP,.1J 3 T PPER. IO11Od TO Y'ICOJ IB{l it n-3j 4' T IIINI: PER I LT4GE Opt I _ �I'1NME L6JM252 112 60R GJM?6 :SY III, 5595 IT RIF %4'INrrlge 3d ITAIIC 1 1111F W53 WINCRI 11111 EL3/80.4 TITEN HDANCHORII2 PER FLANGE110CMJ,(AI/4R2-1/2SDSSCRf WSTOWOOLI E 2i U O O O 4 M a ci� N O dU u_ O Z 4 U Z Q O am O of x U E 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 In BRACE TOP OF WALL. Ln h y✓> U U U U U U CJ1 II II " 1' I �� EJ��I I� II II CJ1 I Ijl�e--�II-- CJ3 I u II I 1C I I) n u u u If 11 If If 11 II II (I II II II CJ3 1 a ATTACHII4'-0" LONG2I II SCAB CJ5 � _ = II II I II TRUSS W/ tOd NAILS @ 6" O.C. II II II II II == CJ5 (4" FROM EA. END) 1A 71-"-=_ 1A 1 A14G 11 Ar____--_ I I00, 6 I I Al .1 Al =r7 - - - - - - PREFABRICA ROOF TRUSSES Q 2'r O . MAX -_reee - ................ - - ................. ............. - ---- ---- i --- - i - -_ ____ Fee I I I I y__ Q I I I I I I A1A I I I I I I IF I I I I I I ATTIC I I 0 ACCESS= I I I I I I Q to 1A 3.1 A3 1A I I �31 I GT I A5GE 1A 3.1 L 3.1 - J - C9 - - - - - - - EJ2-- C2GE 8 V 7 1.1 3.1 8 7 Reviewed for Code Compliance Universal Engineering FLAMING PLAN EDSciences SCALE 1/4" = V-0" 2194 HWY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT* 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWMG: RIGHT PAGE: FRAMING PLAN 160 MPH EVE C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 216 2 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET s3 ENGINEERED WOOD TRU SE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT HOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING -(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 1 Od x 1 z" NAILS TO TRUSS PLYWOOD SHEATHING; SEE (1) SIMPSON HETA1 1100 UPLIFT SIMPSON - "ROOF/WALL/FLOOR (2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WI H NOTE: APT SYP #2 2" x 4", HTSM20 W/101OdTO 12 16d x 1 L' NAILS TO TRUSS SHEATHING ( ) z FASTENER SCHEDULE (9) 10d x 1 NAILS O 6" 8" x 4'-0" MAY BE ADDED TRUSS AND H S x 2 1/4" TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRET O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A'PT SYP #2 2" x4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT 2 SIMPSON 1 (16) 10d x 3 4' NAILS TO GIRDER AND 6', 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS.OPPOSITE HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 z" NAILS TO GIRDER D~ WI 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE CONNECTOR FACES OF BLOCK WALL WI10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4),1/4" x 2 1/4" 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) 8' x 5" TITEN HD TO CMU AND (12) SDS' CONT POURED LINTEL 2X SECURED W/ (3)16d ' 4" x 2 �' TO GIRDER GALV. COMMON NAILS.-- ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ I Od TRUSSES @ 24" 0/C, 1x2, 2x WOOD FASCI (2) �' x 5" TITEN HD TO C M U AND (18) SDS " x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEECUREW/ 3" TO GIRDER 12" O/C FOR REVIEW (ARCHITECTURAL 2x SECURED W/ 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAI N 2 1 S. O }" x 5"TITEN HD TO CMU AND (18) SIDS n x 3" 1x2 SECURED W/ 1 MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) MASONRY BOND BEAM GALV. COMMON NAI 12" O/C S BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = U:1810 LBS, L,770 LBS (1 PLY) ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U2365 LBS; L':1430 LBS (2 OR 3 PLY) ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF M U LTI P L E TYPICAL TRUSS/ See 1b 1c ,_ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTORS) SCALE:3/4'-1'-D' 2a 2b c $CALE:3/4"=1'_D" C j GIRDER CONNECTOR(S) sOALE:3/4'-1'-0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W1(3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACINGIS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'4" (1) "X" BRACE SEAMS) 6'-0" MAX (W/1X4) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER PR 10'-0"MAX W/2X4 ( ) TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ^ FROM CENTER TO END. 74ANCHOR BOLT W12" WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC BTM. CHORD MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 U PLAN FOR LOCATION' P.T. PLATE W/ 12d's 8" Q IL MAY NOT BE STIFFBACK (AS PER O.C. MAX N d REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ ---BTM. CHORD OF 10 -0" O.C. MAX. WOOD R0017 TRUSSES O 1 SEE SCHEDULE FOR BOND BEAM REQ. �. 1x4 BTM. CHORD BRACING 6-0" OIC ��--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 BLOCK WALL L W/ GABLE END S 4"- CALE. PRE-ENG'D TRUSS scALE:3/4"=1'-0^ THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH1/4*D O HOLE EDGE>518" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER < 215"D SGL. STUD FOLLOWING OUTER 1/3 OF SPAN ONLY 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS - HOLE EDGE >5/8" EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1,AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ' BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS $ scALE:3/4"=,'_ „ Reviewed or Code SCALE 1 1/2"=1'-011 ComplianUniversal Engineering Sciences 2194 HWY AIA, SUITE 301 INDIAN"HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i gngro6 p. com AA #: 0003325 SVBDIV. 8e LOT: CREEKSIE PHASE '2 LOT #90 3 PROJECT# 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS i 160 MPH EXP ?' STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 P/ RINT 02 2121 DATE: 111 SCALE: 1/4"-1- 0', SHEET S3. 1 PRE-ENG GAr _E 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 BILK — W/ 112" DIA- ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O C MAX 1 CONC_POURED LINTEL COURSE PRE:-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 6UALL::114'=1 -U 69 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 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #90 PROJECT* 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 02 26 21 SCALE: 1/4"=1' - 0" SHEET S 3. l'B 2x4 BLOCKING BETWEEN TRUSSES 2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-D" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-D" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS — (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE - "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE i 2x SU L CONNECTION PER ' TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE—ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=V-0" SIDE VIEW VTCR SPACING (1) AT EA, Anln F'_n" n. PRE—ENGINEERED VALLEY TRUSS CONNECTION S;UALL: N. I.S. ReviCewed for Code ompliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 0 �u ce Fu SUBDIP. & LOT: CREEKSIDE « PHASE 2 LOT #90 PROJECT* 04321.200 090R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: s DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 ra AAN a DATE: D226 21 / I SCALE: 1/4"=1'-0" 1 SHEET S3. 1 C I GABLE - END a 3 V 0 0 0 v" 0 0 na 2E V V V V V V VkT 3 TdJNZ > HIP ROOF �I' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF .80 79 ZONE3r = 83.80 PSF 93.80 ZONE 2r = 69 80 PSF 79.80 "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL + PRESSURE COEFFICIENT: /-0.18 ROOFDUIPHRAGM ROOF/ WALL / FLO OR FOR ASPHALT SHINGLE ROOF, USE MINWMABISTRUCTURAL SHEATHING EXP 1(24/16) or15132"STRUCTURAL SHEATHING EXP 1 (32116),SHEATHING_ FOR CE ENTITI US M O TILE AND METAL ROOFING. USE 15l32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND FASTENER SCHEDULE 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! NAIL REQUIREMENTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING F1667 SCREW SHANK ( 16-20 RINGS RSRS-01 PER INCH) 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS I i RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Y Ur = ROOF SHEATHING ATTACHEMENT SPACING ~_ 00 ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. INFIELD ZONE 2e, 2n, 2r- 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD An ZONE 3,3e, 3r 8d NAILS @ 4" D.C. ON EDGE AND 4" O.C. FIELD BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1)ADDT DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Ud U) J Q V J z W Z o LU U W Z =U �a z z rn J_ Q Z j Z r \ Z) 0 c� Y LU ¢ LL = z z U TYP. EXT SHEATHING Z (n W zLD z @ = U CO0 z aD C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABEE FOR FIELD SPACING TYP. EXT" SHEATHING ATTACHMENT FOR STRUCTURAL ROOF `S FEATHING #8 2" DECK SCREWS @ 6"-B" O.C. MAX @ EQGES & 12" O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ` ', ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL, BE 3/4". STRUCTURAL DRAWINGS. SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: A ARCHITECTURAL, MECHANICAL, LE ANCAL ELECTRICAL, PLUMBING AND E DRAWINGS. CONS CONSULT 0 PROVIDE / 6 o AIR CONCRETE EXPOSED E OEARTHORUJEATH R E ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS, AND OTHER DETAILS NOT SHOWN NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF: ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBGR2020 7th EDITION ALL EXPOSED EDGES OF CONCRETE TO BE CHAMFERED 3/4" BULL CODE REQUIREMENTS ALL WOOD FOR BEAMS, BEARING WALLS SOLE PLATES TOP PLATES, BRACING, LEDGERS, BLOCKING, FO FO STRUCTURAL CONCRETE, STRUCTURAL CONCRETE, TMS 402/602-16 AISI.SPECIFICATION FOR THE .`-`L'SIGN OF PV PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ON-GROUND:NMERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS, SEAMS LAPPED 6INCHESAND SEALED WITH ADHESIVE TAPE. IN CONTACT WITH CONCRETE TE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED WOOD FOR NON-STRUCTURAL USES AL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: - SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF.A BORATE PRESERVATIVE TREATMENT: DISODIUM SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS. SLABS, COLUMNS, WALLS, CORROBORATE TETRAHEDRAL (DOT), WOOD FOR STRUCTURAL USE THAT • SHALLBE TREATED FOR ANY EX( EPT WHERE A DIFFERENT DETAIL IS. SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT ORMORE. NAILS, SPIKE BOLTS USED EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT AL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO,NOTSCALE THE. CONTAINS MORE THAN'%" OF HEARTWOOD. DR TO WINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. OF'�T'HE WORK WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 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 STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME :ORALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP #2 IS IS C IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND - �OMPLETE, I TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE SEAT PLATES SHALL BE PROVIDED TUBING ERECTION. THIS WORK INCLUDES ADDITION NECESSARY SHORING SHEETING, WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TEMPORARY BRACING, GUYS OR TIE -DOWNS. TIE- WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE VNTH THE- - ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MEBH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION. BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE ".NATIONAL DESIGN SPECIFICATIONS FOR RE UIREMENTS.AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO OTSCALE .DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL ASTM A615 CONNECTOR. PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED. FROM STEEL DESIGN LOADS: GRADE60 IN MASONRY DEFORMED BARS, FREE FROM. OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446%A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR T'D FABRICAT] ON':HORIZONTAL DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL ROOF: LIVE LOAD FLOORLIVE LOAD 40 : AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS. CONSTRUCTION:, AND "BCSI LATEST EDITION" psf 20 psf TOP CHORD -non-concurrent REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 10 psf BTM CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36 WOOD TRUSSES. DEAD #5 BAR -: " #7 BAR - 42 PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM EBAR, SEE DETAILS TRUSS MANUFACTURER .WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOAD DEAD LOAD FOR ADDITIONAL NAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 15 of TOP CHORD D 20 P psi TOP CHORD P ' INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCEI7 88: 1990. (7 psf w/ASPHALT SHINGLES) (10 psf w! No GYPCRETE) I ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf '., TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED SPLICES AND AROUND CORNERS- DOWEL ROOF & FLOOR OR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBCR2020) EXPOSURE C, RISK CATEGORY II) 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, UNINHABITABLE ATTIC WITH LIMITED I LAYOUT, SPANS & ALLTRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARINGAS CALLED OUT ON THESE PLANS SHALL BEH NOTIFIED TO THE AND DECKS: 40psf, G p GUARDS AND HANDRAILS: 200 sf GUARD IN -FILL' COMPS p COMPONENTS: WITHOUT TH E APPROVAL OF THE ENGINEER I STRUCTURAL OF RECORD PRIOR TO MANUFACTURE OF TRUSSES THE TRUSS FABRICATOR SHALL VEHICLE 40psf 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 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS ,OF THE "SPECIFICATION LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SH P 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 ARE PROVIDED TO FACILITATE THE OF I HE CONTRACT DO DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY TY OF THE CONTRACTOR RACTOR TO VERIFY THE MASONRY STANDARDS) JOINT COMMITTEE CONSTRUCTION RUCTIONSCH SCHEDULE, AND M MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS CON PLIANCE WITH THE CONTRACT. DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOWCONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWING S SHALL BE REVIEWED BY THE E CONTRACTORS P PRIOR TO SUBMITTAL L TO THE ARCHITECT. MANUFACTURED ED IN CONFORM - CONFORMANCE WITH ASTM C-9 0 GRADE f'm - 2 000 PSI. BLOCK BE USING OF THE DELEGATED ATED TRUSS ENGINEER. WI ND 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 AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE SEPIAS E IAS OF STRUCTURAL DRAWINGS PLACING CON CONCRETE FOR IN -WALL ALL TRUSS TO TRUSSCONNECTIONS. WITHOUT THE E EXPRESS WRITTEN PERMISSION F FROM THE ENGINEER. IN ALL INSTANCES,': CONTRACT ASTM C-47 6 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000R51 AT 28 DAYS, UNLESS DOCIUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" 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: FOOTWERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXES AS OUTLINED EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE UNDER ASTM C-270. HORIZONTAL NTAL AND VERTICAL MORTAR JOINTS MO&FIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL SHALL BE THICK UNLESS OTHERWISE NOTED REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL: FOR TERMITE PROTECTION.. CELLS TO BE BE FILLED. THE OWNER SHALL RETAIN :THE .SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE REINFORCING. GEOr-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATT14E CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)'., U.N.O. MINIMUM DESIGN BEARING CAPACITY; AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL BE MADE BY THE GEO-TECH. ENGINEER. - STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR',BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHAD. BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy.= 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B TYPE E OR S, Fy = 1 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO 'ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CON ETE. PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +1- PRIOR TO THE ADDITION OF PLASTICIZER, OTHER BOLTS SHALL BE ASTM BOLTS WITH WASHERS UNDER THE TURNED ELEMENT BOLTS DAN SHALL BE TIGHTENED IN ACCORRDANCEE WITH THE TURN -OFF -THE -NUT METHOD. CONC ETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ETC, ONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE 1"O BE STEEL WATER IS ADDED TO THE MIX UNTIL JT 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. I FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', 1-1/2"FOR#5AND SMALLER 2" FOR #6.AND LARGER �'i FOR CONCRETE NOT EXPOSED TO WEATHER " 3/4" FOR SLABS, WALLS AND JOISTS ' 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE fVPE SPACING REMARKS APPLICATION SIZE TYPE SPACING .REMARKS ixH PT FURRING C MASONRY! CONC. CANE HARDENED G, NAIL 1 1/2" LONG 8" O/C GARAGE DOOR BUCK 1/4" CIA. TAPCON MASONRY 1 1/2" EMBED., 4" END DIST.. d0 MASONRY/GONG NO WASHER FASTENER 8 OIC i 1/2" EDGE DIST. SGD AL. EXT, DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 3/8" DIA. OR ix PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. TO MASONRY/GONG 112" DIA. EXPANSION BOLT' 18" O/C 3l8 DIA ( ) 4" EMBED., 4" END DIST., wl WASHER 24" O/C (1!2 DIA) 3" EDGE DIST WINDOW BUCK 1x PT, SEE NOTE6 CASE'HARDENED "LONG, IL NAIL1ll2"LONG '1 9"O/C VANDiOW1DOOR/FASTENED METAL STRAP TO CONTACT 'HIS ENGINEER FOR SPACING STAGGERED INTO MASONRYIGONC: MASONRY/GONG REQUIREMENTS EXT. SWING DOOR BUCK 2x PT, SEE NOTE 6 (2) 3/16"DIA NO WASHER "TAPCON' FASTNER 18" O/C 1 1/2" EMBED, 8" END.' CAST, 1 1/2" EDGE DIST. NON -BEARING WOOD 12 EXPANSION 4" EMBED. 4" END WALL TC CONC. SLAB Wl WASHER BOLT 24 D/C T, DIST. 3" EDGE DIST. 2x PT WINDOW PT TO S 0L_ SEE 6.188° RAF x 2 116 9-1 O/C 4" END. DIST., 1 V2" SE . -NOTE 6. W/ WASHER ,.I 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 MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTIX-ZF HEAVY (DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HLREIN 5. FASTENER SPACING FOR THE BUTS SHALL BE THE STRICTER REQUIREMENT OFTHE 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 2x MEMBERS ARE SECURED W/ TAPC'PNS OR PAF TO THE SUBSTRATE. 1 AND Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 I' INDIAN HARBOUR BEACH ri FLORIDA 32937) k PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT CREEKSIDE PHASE 2 ky LOT'' #90 PROJECT* 04321.200 090R1 MODEL• Ll 31 4EBB a) "1828-CA X' i FAMP, v FEB 2 ,6 2021 ICHAEL C. ANDERSON AR NO 17305 "AATQ+T 02/26/21 r a } Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer GlassDescription Method of Attachment Building Design Product Design: or APPROVAL REVISION DATE Pressure .Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4!' minimum embed. Into substrate. Locate anchors as FL17499.2 o� 41 10/0,8/2023 SH Window 185 SH MI Window and Non Impact shown in elevations and installation details.For anchoring through frame into masonry (+38) / (-48) (+50) / (-50) .Doors /concrete use 3/16" tapcons withsufficient 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 MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 18S PW Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) installation details. For anchoring through frame into wood framing or 2x buck use #10wood screws with sufficient length to achive a 3. 3/8" 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 FL15332.2 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 Opaque single of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R6 12/31/2D21 Smooth Star Thermo-Tru N/A Min. embedment of all anchors to be 11/4" (+36) / (-47} (+47) / (-47) door with transom FL16107.3 R13 (R14) 12/31/2038, Double Garage 11.Zxi 73 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22' O/C (+29) / (35) (+36) / (-42) PENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" 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 Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with a FL8Z48.11 R20 12/31/2023 Door (ALT) 8 024 Wayne Dalton y N A / 1 9/32" thread penetration into seasoned dry wood supporting structure. +29 35 ( ) / ( ) 34.4 38.3 ( ) / i ) 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6' between jamb FL14170.7 R14 (R15) 12/31/2023, Double Garage Series 170-175, 177,180- Overhead N/A and bracket location. 2 3/4" min edge distance. +29 35 { ) / ( ) +34.4 / (-38.3) ( ) (PENDING APPROVAL) Door (ALT) 185,187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1' and 13" from each end and 1/2" FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all daps 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 FL5259.1 R2 R(2 1Z/23/Z023 12/23/2023 Underlayment Polystick IRXE Polyglass USA N/A Self adhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment (Alternate) WeatherMaster loo l Atlas Roofing Corp N/A, Self adhesive. FL34546.1 R1 12/31/,2024 Underlayment Shield Granulated - Owens Corning i N/A Self adhesive (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB 1 APOG N/A Self adhesive (Alternate) b FL3792.5 R14 21 8/i6/2021 Off Ridge Vent 770D Lomanaeo N/AI Install per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A (ALTERNATE) FL33919.1 R1 12/31/2024 Soffit Variform Soffits PlyGem N/A, Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. FL15272A R4 (115) 12/31/2023, Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) / (-75) (APPROVAL PENDING) 1/4" x 20 stainless steel or` i-CO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete /masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A (+47)/(-53) 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 FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2'1/2" mien. edge distance, 12" o/c max. spacing. Canoe headed N/A (+45)/(-50) 6' span or more panel MFG. screw or all thread but with wing nuts. FL17147.1 R5 6/27/2021 Zip System wall Sheathing Huber N/AI, Install per manufacturers recommended requirements. N/A N/A Sheathing James Hardie Install' per manufacturers recommended requirements. FL13192.2 R6 12/31/2023 Lap Siding C@lnplank Building Products, N/A', Review d for Code Inc Co phance t► I Joists (2 Story BCI ESR-1336 N/A Install per manufacturers recommended requirements. mve s ences FL1392.1 R7 1/1/2055 Only) CONTROL DATE 3301E 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h UsDiv, &c LO w ST LUCIE COITY MASTER PA PROJECT* EXPRESS SHINGLE G,AIRAGE ST"NGe P' I 60 MPH: EXP. C EMOMMEMMMMMMM00) ARCHITECT STATE OF,FLORIDA r� MAR 3 0' 2021 F 111 .d MICHAEL C. ANDERSON .i ~r AR NO 17305 3� T 03.30.21 SCALE:1�4"-1'" SHEET A I