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Home My WebLink AboutBuilding Plans99 99 o 828 JLJ I. IT �\` �C..sopm C��N aft WN SON OMNI Dip of b\01% 915 a0 a� %�\"� a N� -'C.' Z2111 �� 71""`.... :a P.,. - (`'0321) 733-7092 Fax= 321) 7 - fiH2 DESIGN CRITERIA: ABBREVIATIONS REVISIONS STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR:-FLORIDA BMING CODE, RESIDENTIAL, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION 7M EDITION ) (2020A/C AIR CONDITIONING LUM. LUMINOUS 01/26/I8 CD'S ISSUED 'rvlii I ADJ. ADJUSTABLE M.C. MEDICINE CABINET -- ( . -AM LOCAL AND STATE CODES ALT. ALTERNATE MFR. MANUFACTURER 01/15/18 2011 FBC UPDATE AMP. AMPERAGE MIN. MINIMUM BOARD M.T. METAL THRESHOLD 0146AB CO'S DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R BD. IRE -ISSUED _ - CL CENTER LINE MTD. MOUNTED CONSTRUCTION TYPE - VB — CCENTER MTL. METAL 02/21A8 SIDING ELEVATIONS ADDED 1430 CULVER DRIVE NE -MIN. INTERIOR FINISH - CLASS B CLG, CEILING N.T.S.NOT TO SCALE - BASIC WIND SPEED - Vult=160 MPH CLR. CLEAR O.C.~: ON CENTER 03Rb118 Cp s RE ISSUED PALM BAY, FL 3290 Vasd=124 MPH CONC CONCRETE PL PROPF.RTYLINE 04/19/I8 FOOTING REVISION PER M.50WES — t] CPT. CARPET P.B. PUSH BUTTON r(7 lEL. (321)ry. (33-7092 -EXPOSURE - C C.T.CT. CERAMIC TILE PH. PHONE 06/21/18 CD'S REISSUED -1-STORY RESIDENCE - D DRYER PLT. PLATE FAX `c321 733-7972 -2—STORY RESIDENCE MAX. HEIGHT AS PER LOCAL DBL, DOUBLE PLYWD. PLYWOOD 02AWIS ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) ( ) Io D.G. DUAL GLAZED PR. PAIR - AND STATE CODES DIA. DIAMETER P.T. PRESSURE TREATED 02/2249 PLAN MAINTENANCE r% DIM. DIMENSION R. RISER DrsP. vrsaoSAL RAD. RADIUS 03/28AI3 I REVISED LINTEL SIZE AT FRONT ENTRY DOOR DP: DEEP R.A.G. RETURN AIR Gliai 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELe.) 1 DR. : DOOR REF. REFRIGERATOR. . CAW, S D.S. DOWNSPOUT RM. ROOM 04/24A9 REVISED HVAC VOLUMES ON SCaIFT CALC SCHEDULE a-ELB.) STATE OF FLORIDA �a._.,:_��< wk. 'i-"' DTL. DETAIL R.O. ROUGH OPENING PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLIDCGREEXTDR 06/12A9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/SI.1A (ORL) ETE EA EACH S.D. SMOKE DCTOR 06121AS ADDED LEI) LIGHTS s KITCHEN t BATH PER MARK BOILS ' LIVING 1916 SQ. FT. TLEV. ELEVATION S.H. SINGLE HUNG MICHAEL C. ANDERSON TO. EQUAL SHT SHEET 01A9A9 ADDED STONE OPTION ELEVATION C; D (TAMPA) A GARAGE 430 SQ. FT. P.XH. EXHAUST SHTHG. SHEATHING AR N o . 17305 "` ENTRT 16, SQ. FT. EXT. , EXTERIOR SHWR. SHOWER. F G Tx FIXED GLASS STM. SIMILAR 10R5A9 ADDEDIOPT 8'S0'IGEILINCsDHEIGHTLOUVER GABLE ROOF LANAI 80 SQ. FT. F G FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS TOTAL Z44.2 SQ. FT. i, A.B. DESIGN GROUP, LLC FLR. FLOOR STD. STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS I. A/C VOLUME IrJ' i20.9 GU. FT. FLUOR FLUORESCENT SWS SHEAR WALL --- 2194 HWY A1A, SUITE 301 FR.DR FRENCH DOOR SECTION 04/01/20 REVISE ENKAVETIT RADON PLAN DIMENSIONS INDIAN HARBOUR BEACH, FL 32937 FTG. FOOTING TEMP. TEMPERED GLASS ' q GA. GAUGE THK. THICK 04/09/2® OPT. 8 -0 CLG. HOT.- ADDED LED LIGHT IN FOYER Tel (321) 802-3591 CAR.DTSP. GARBAGE DISPOSAL T.O.C. TOP OFCURB 04/09/20 OFT. 8'-0'CLG.HGT. ELEVATION 'C'- REVISED HEIGHTOF ARCHWAY y Ci F.1. GROUND -FAULT CIRCUIT` T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB 05/06/20 ADDED ELEVATIONS V 4 'M' (OR-) ' GL:� GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED 01/15/20 ADDED ELEVATIONS 'Mfs'-'MH'-'MS' (ORL) _ H.B. HOSEBIB OTHERWISE - =,I H.C. HOLLOW. CORE V P VAPOR PROOF 01/01/21 2020 FBC UPDATE DRAWING CONTRACT DOCUMENT HDR. HEADER W WASHER M1„ [ � HOT. OR HT HEIGHT W/ : WITH REVIEW BY BUILftR INSUL.. INSULATION WD. WOOD ,i INT. INTERIOR WDW. WINDOW THE BUILDER ASSUMES ALL LIABILITY FOR W/H WATER HEATER INTERPRETATION OF THE CONTRACT DOCUMENTS. w 1 wRoucxT IRON - -- I DESCRIBED INTOF THE THIS DRAWINGCONSTRUCTION SET) ARE UNCLEAR AND I, 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 I INFORMATION) TO THE ARCHITECT OR ENGINEER FOR { w CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN I, RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY L — ii MANNER. AB DESIGN GROUP TAKES NO I R ESPONSIHILITY FOR INT ERPRETATIONS OF CONSTRUCTION'BY THE BUILDER WHEN NO RFI's HAVE -- 1 BEEN GENERATED FOR UNCLEAR ASPECTS OF THE I -- ---- THE DRAWING SET. aF ONSTRUCTION BASED ON .., m. `?.m§^ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802 3591 www.a bd esl gngroup.corn AA #: 0003325 tea; WIMM"M M3 u�x Reviewed for Code Compliance EnUniversal Engineering Sciences INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Ai -FLOOR PLAN PG A2D-ELEVATION "D" PG EI-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Mi-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL-ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM 'PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD -TABLE PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG' S3.1C-DETAILS PG SNI-DETAILS DESCRIPTION DESCRIPTION I SUBDIV. 8e LOT: CREEKSIDE PHASE- 2 LOT #97 PROJECT# 04321.200 097R1 MODEL: 4EBB "1828-CALI' GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C I.� I, STATE OF FLORIDA A �U 1` F' FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 022621 / / SCALE: 1/4)1 =1' —0 9f pN SHEET CI f GENERAL NOTES GENERAL NOTES NE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDEN IAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS 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 TORE 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 TOW RK- 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 DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WOF K. ATSTRUCTURES,LABSTEPS,/AND„ 5. ALL BACKFILL SLABS, 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 OMISSIONSIN. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTIONAND/OR HE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE AND COMINGPACTITE MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.3. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TE HNI ILES, 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 ED ODES 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN 1S BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CON RAC OR 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 [RON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 2: WATER SUPPLY LINES SHALL BE,CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH Yz' AMAFLEX 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIE 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 T DEVICE C 0 GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. F NO STRUCTURAL MEMBERS ARE TO BE CUT OR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8 FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING, 9. THE PLUMBER 1STO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE: . B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALLCOVERINGB 2. AS PER SECTION R302.5.1: OPENINGS FROM A �iPRIVATE GARAGE INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. P UPON COMPLETION OF THE -- 1. ALL EXTERIOR WALL COVERINGS SOFFITS BE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR ANDRESIDENCE HALL B E IP PURPOSES SHALL NOT BE PERMITTED, OTHER! OPENINGS BETWEEN THE GARAGE S E EQUIP ED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE I T , C L S L ISSUED TO HE THE WALLS FOR COMPONENTS LOAD I G S N ACCORDANCE WITHF FBCR TABLE R301.2 2 AS MODIFIED BY O D FBCR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LES THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXMMOR MISNES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING HE AGRICULTURE AND CONSUMER SERVICES." " ` 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (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 INTO T ` E THAN 2 COATS, 112." THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED;PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH &ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. _' "L" FLASHING AND DETAILS WHERE THE SEPARATION IS A FLOOR-CEILINGASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE AILPAPS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS VENT PENETRTAL ATION IO PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT, -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS' CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS Reviewed for Code 4. SHALL BE INSTALLED PER ASTM-C1063-19a AND R703.7. Compliance Universal Engineenng Sciences FIRE RNWANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL N S UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. I E VERIOR C MUNGS 1: EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" 0,C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVAYION CONSTRUCTION OBSERVATION SERVICES! CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW I OF THE BUILDER'S/CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUME RESPONSIBILITY S ALL ES ONSIBILITY FOR INTERPRETATION P ETATI ON OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION: CONTROL DATE: 12/10/20 (RM) ® ■ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ' 0DZV. 8& CREEKSIDE I PHASE 2 LOT #97 s PROJECT# N 04321.200 097R1 MODEL.• r 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE:It1 d �y GENERAL NOTES ) 160 MPH UP. C) FEB 262021 WCFIAEL C. ANDER,SON AR NO 17305 x� FDRITE: 02 26 21 //ALE: 1/4"=1'-0'EET G GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER .' FLOOL, AIR MEAN SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING FROST LINE TERMITE° DESIGN UNDERT AITIENT! fAXARDSe FREEZING ANUAL LOAD (MPH) EFFECTS" CATAGORY' DEPTH° TEMP' REQ IRE ti INDEX' TEh1Pj NA 160 C NA NEGLIGABLE NA I 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.%I THROUGH FBG R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH MC R302.10.9 12'-4" 10'-0" 1T-4" -4" 11-411 -411 — — — — — — 2-1'-0" COVERED 1 I LANAI I �0 i 8'-81 CLCs. ® (2) 3052-SH 13❑ 6068 SJGD. I ❑� (2) 2EGRESS 3052-SH ROOM a DINING 8'-8' Cl �wm BEDROOM#1 G 8�_8� CLCs tr � B 2X8 7'-5" 4'- 4 V 4'-S" � I N _ V. ❑--------- ---C j lJ -' ��8 BATH#1 a �I '-8' - - - - - - - - — — — — -1 @ I 36'x60' CC: I I C. V. SHWR PAN Fii W/ ENCL I Pe b24 SINK IR-ISH -S i 1111=1 r--n 11 to — — — r- = AI V-V CLG LA RY I f} 11 II IR-ISH .0 2-8 co 8'-8' CLG. i lQ ii N PAN. RANGE b36 B 6 -S �`-=u" 2 -4" 6 0 8 -8' CLCs. —0 c0 3-sN O V. ARc ��' --y I BEDROOM #4 0 — C -- DER 8 91 CCI_G. 3:4),R) ' iII IIV I } V -N� m 1,41 2'_8° d Q,4�_O-8 e O@ I I s •`� u, Eq - AI o`�a ❑ BEDROOM#3 T. 31-S° @ WH. r 22,x54' -1 LUALL 1 ATTIC L ACCESSj G. LAV. I I 0 B II com�, flu Al IIQ BOLLARD ~ AS REQ. to 8' B IS ,$ I I I PER B DG. CODE GAUGE-81 c4AV. B (V BEDROOM #2 8'-8' CL.Cx 5 1/2" (2) 3052-SH EGRESS m c a�i4s MT. FOYER 3 068 W/ 36'X12' TRANS. p Y $'-v, CM 161-01XT-010.HD. ry IOC v m _ EXTER! ORRr-IASONR'1' WALL BRCS. HEIGHTS 8'-8' BRIG. 10'-8' BRIG. , .v� .... ,.. Y!` i Ir ; i t �+•... ..1 I � �. a: x� 4. � � lip ,� a� � "• "s� ¢ � a Ifs° €? �t XV GMhE. ROOFS lit` < 0 --. 455 I1W ROOFS i- , A 5 �M SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 15-120.9 CU. FT. i \ BASIC WIND SPEED MPH = 160 (Vult) kmx` €altu,> i INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. 11'-3" FIGURE MWI,2373 COMPONENT AND CLADDING P ESSURE ZONES 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 0IM21 NOTE: SOFFIT INSTALLATION IS TO BE PER Reviewed for Code MANUFACTURER'S \ SPECIFICATIONS UCome Engineering niversal Engineering THAT .ARE TO BE PROVIDED. BY THE Sciences BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. COMPONENT AND CLADDING MILD LOADS BASIC WIND EFOSLIRE FOR 3 SECOND GUSTS OPBNft�B SQUARE ZONE IN WH WIND �Y M REw1AAICS a AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA ! EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA I 5010 O.H.D. 5"b 5 29.1/-313 12'x12' SOFFIT I I 5 313/-49.9 FLOOR PLAN SCALE: 1/4' = P_0. O NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID it DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. DIM. VARIES - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. W -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 0 r MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY U DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. ARCH D T L . NSISTEN THE LUME AL ULATIONS ON LANS ARE 2194 HWY A1A, SUITE 3( INDIAN HARBOUR BEACI 'FLORIDA 32937 PH`:321-802-3591 www. abdesigngrou p.cor AA #: 0003325 X uk -FOR GO GY, VO G G P PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR SCALE: 1/2 = 1'-0" CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. STATE OF FLORIDA U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■u mm��f - Om Hm ROOM DBL. FEB 2 6 2021 TOP PLATE @ t U M NOA11KV30R30N m ate. PRIMIT DATE 02/26/21 sCAz,E:1/A" II-O" SHEET L '' �I EQUAL EQUAL TO CONTROL JOINT rO GONTROL JOINT +/-19'-O" BLDG. HGT_ -. E . SHINGLE ROOF EQ Q If FYPON LV12X24 A OR EQUIVALENT 20 FYPON 5KT11X17 OR 12 EQUIVALENT EQ. EQ. 5 4 �& / W fl\ WA n 1 A WA -� A BRCS. 14GT. _-- -- I'-0" 16'X62' FYPON DECORATIVE 45 SHUTTERS OR EQUIVALENT 4' RAISED TYP.I 14 BAND (TYR) � 0'-0" FIN. FLR.r, I I S'-8' BRCS. H4GT. Ilr WAl - 15 --------U --- A --- S _8 BRCx. ICsT. OPT. COACH LIGHT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 OFF RIDGE VENT 0'-0" FIN. FLR.o -- — - — - — - - — - — - — - — - — - -- RIGHT I�6 12 A 8,-8" BRCS. HCsT. 0111 7� I ■ 4B v A r I TYP. 0'-0"� FIN. FLR., _ - ---------------------------- 4B 4B AXWA tY�I P. I� 0'-0" rN. FLR.r, I I ---------- R 12 6 -8" 5RCz. PG7. A A I -------- I I m'-0" FIN. FLR. REAR :ALE VA` ION SCALE: 1/4• a 1'-0' TEXTURED FINISH OFF RIDGE VENT 12 -------- - ---------- - 8 -a° BRG. He 4B I 0'-0" FIN. FL ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH OFF RIDGE VENT LEFT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH OFF RIDGE VENT 8'-5" BRCS. HST. --- ----- ----- — i�-01-0" FIN. FLR. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com ,'AA �#: 0003325 DECO. DTL.;.:K ._. .�. A S BDI�': do LOT: SCALE' 1/2 = P-0' CREEKSIDE PHASE 2 R. LOT #97 Reviewed for Code Compliance Universal Engineering PROJECTS Sciences 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT j ELEVATION "E'. nnaDE1828-catlaEBB AREA OF ATTIC = 2450 SQ.'Fr. NET FREE VENTILATION AREA REQUIRED - 1/300 160 MPH EXP. C� REQUIRED VENTILATION AREA 2450/300 = 8.17 SQ, FT. 3 ti 8.17 = 1176 SQ.IN. STATE OF FLORID_. MIN. REQUIRED VENTILATION 4'X 1176 IN UPPER PORTION OF ATTIC 470A SCL IN. (BALANCE TO BE PROVIDED IN / SOFFITVENTS) - OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT (netfree area) FEB 6 ��' TOTAL#OF VENTS REQUIRED - 3.41 TOTAL# OF VENTS PROVIDED = 4 MICIiAEL C. ANDERSOIV SOFFIT VENTILATION AREA 7 SQ.' IN. PER LINEAR 'FT (net free g AR NO 17305 area) aw _ LINEAR FEET OF ;SOFF IT REQUI R'I 67.20 -- PRINT 26 02 21 / / DATE: I SCALE: 1 /4"=1' — 0" SHEET 2 D ELECTRICAL LEGEND SYM/1150L DEFINITION NOTES -{--I 125V OUTLET 20 AMP SINGLE POLE =Q..! 110V OUTLET mn 110V OUTLET OUTLET WIRED T S TO SWITCH Ill OUTLET E=lPGFI INTM D W/Ca AM ER NTERUPTER (TAMPER R=S18TANT TYPE) 220V OUTLET (4) WIRE CONNECTION UP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. !�4 SWITCH 4-WAY OPER I-i1 WALL MOUNTED I� LIGHT CEILING LIGHT O LED CLG LIGHT ©V10 LED VAPOR -'ROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN I CFiM PER SQ. FT. VENT. FAN W/LIGHT I CFM PER 8Q. FT. VAI Y LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT WRAP ® LIGHT AROUND AROUND (RECESSED) FLUORESCENT WRAP ® IG L IGHt AROUND AROUND rsuacE MNtJ 2' FLUORESCENT W FLUORESCENT pppp pppp r--� 4' TRACK LIGHT p PANEL METER O S.D. SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE WALL MOUNTED BATT. BACK-UP 8D. SMOKE DETECTOR W/ HARDWIRE 9 S/CU CARBON MONOXIDE SMOKE DETECTOR MATT BACK-UP W/ INTER-CONAECTED SHALL BE A DISTANCE COMMO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK LUH WATER HEATER IGNITION SOURCE BE ELEVATED DISCONNECT MI A� AIR CONDITIONNG TO SEE AHIJ TUNA. DISGONECT THIS SWEET 7V TELEVISION JACK CEILING BOX IEQIUIM TO BE SUPPORTED IN O J_BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR cTIOBN CEILING OX R IN t0 BE SUPPORTEDTED IN CEILING FANA-IGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP 36' NCANDESCENT n OOnnO o LIGHT STRIP 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD HE PUS, I HUSH -BUTTON FOR CHIMES 0__ -► U55 PORT • LOCATION OF TV JACKS t 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 1TH EDITION (2020) E NEC 21012 2011 EDITION, • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOOKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION Mli FHCR TTrJ EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS + WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020) • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER ^ar ENERGY CONSERVATION (RIESIDENTIAL ENEMY EFFICIENCY) 2020 1U, EDITION R49l CE IL INEs MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN 1 _._.___--- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' W P Panel MAIN - A PANEL: w1u wp'crt breaker VOLTAGE: 12U / 24U V -1 Ph MAIN: 1 bU Amp M,C.LH FEEDER 3- #1 Cu THWN & 1- #6 CU(G) in 1 1/2"C. OR 3-#2/0ALTHWN&1 #6Cu(G)1n11/2'C. Wire Pole Bkr Dawription Watts I Circuit Circuit I Watts Nscrip tion Bkr Pole Wire #12 1. 2D Exterior Receptacle GFI for TUG 1200 - 1. 1 I Ispace #'12 2 — -- 20 - -- Irrigation Pump —_ 1000 3 4 1 Space 6 8 5304 A/C.C.U;-1 35 L.. #78 Space------ 7 PANEL - A PANEL: 42 crt breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp WL C: FEEL)i_R`3-#1CLTi&1-96Cu(G)in11/2 C OR 3 #2/0ALTHWN&1 #6Cu(G)in11/2I"C Wire Pole. Bki Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 20 Smali,Appliance 1500 1 2 8000 Range: 50 2.. #6 #12 20 .Micro �a.e / Hood GF, 1800 3 4 #12 20 Small Appliance 1500' 5 6 4500 Water Heater 25:. 2 #10 #12 ri 20 ftefngeraior 4500 7 8' #12: 20 - - Dining Rr_am Lights and Receptacles AFC] 1500. 9 10 1200 Disposal GFI 20 1 #12 #12 20 Bath tr GI-1 Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1'1 Foyer Hall Red. ,#2& OBI Bath#2. Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14.. 1 1,. I-mng Rocn. Lanai Lights AFCI 900 15 16 #14 1 13 Kitchen and Pantry_ Llghts & Rcpts AFCI 90G 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & r +7 AFCI 900 19 20 1000 Garage Door Opener GFI 20' 1 #12 #12 1 20 1_ uriliy P' d #4 Den AFCI 1200 21 32 1200 Garage Ughts and Receptacles GFI 20 1 #12 Spam 23 24 900 Bedroom #1 AFCI 15 1 #14 Space, 25 26 900 Bathroom #1 AFCI 15 1 #14. Sparc._ 27 28 900 Exterior Lights and ReceptGFl 15 1 #14 _ Space 29. 30 1000 Imgation controls only. 20' 1 #12 Space 31 32 Space Space 33 34. Space Space 35 36 Space #8 2 » Ppace AI:;AI-V 1 IHeatc-t ci IfVA ar659;, 5525 37 39 38 Space Space 40 41 42 Space. Load subject to demand factor cal CUlatior /line 1ro0D 27600 Load subject to demand factor calculations / line Demand Factor Calculations ABBREVIATIONS: AFC; ARC FAULT CIRCUIT INTERRUPTER. NC: NON COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43FOD First 10000 watts at 1001% 10000 Remaining watts at 401A 13440 I otal AIC load 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Tota I Amps Nvatts 12,40 colts 142.8 General Lighting & Receptacle' Load Total A/C Square Feet 182€3` General Lts & Rec 3 W / Sq. Ft 5484'. Hi -Hats 1 iit at 100°10 65 Total General .Lights & Rec(WatL: ts) 5549 — Ckts# watts/ckt Total watts [General Lts:& Rec Panel A 1 91 6171 5549 I I I � L 0 I e I I m I o L I LED LIGHTING C� DOUBLE LAV. BATH 'I 150 AP"fn ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (), LOCAL. CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHWTHWN UNLESS NOTED O'rHERUISE. POWER CCMPA TRANSFORMER GRADE Reviewed for Code Compliance ER Universal Engineering Sciences PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY- ELECTRIC:AI- SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE ✓90 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 302/0 CU, THWN + 146 CU IN 2' CONDUIT OR 3 44/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. B.EA. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANGJ COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER N ll 3R ENCLOSURE ir0A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CAME TELEVISION SERVICE ENTRANCE EMIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCfRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCRITH EDITION (2020). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA M 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #97 PROJECT* 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH UP. C STATE OF FLORIDA ,FEB 262021 MICHAEL C. ANDERSON AR NO T7305 r1%4z4 a 2126 DATE: 02 / / ' SCALE: 1/4"=1'-0"' SHEET El PLUMBING PLAN SCALE: 1/4 = V-0' TL 7 M, (LE Reviewed fa Cc'o� ComNiianct Ea Universat EnginSo �y Sciences KITG 4EN SINK W/ AUTO VENT 1- 1/2' VTR I i i (ALTERNATE RIGHT) PLUMBING RISER DIAGRAM AA.V. V 2' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #97 PROJECT# 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET pI LIVING ROOM LANAI DINING ROOM 12X12 12X12 OWNER'S SUITE 10X6 I 1 1OX6 120 CFM I I 10X6 10X6T-ro 110 CFM 120 CFM I 5X4 -------- ---- — -- CFM 0. Ile Sx4 I -------- 6' I I 5 FM W.I.C. Sx --- ® I 6' — 45 CFM — II I II L' 10x6 120 CFM r - F7,1 I O I I L I 12X16 M ITEII BDRM.#3 i LCJVERI1 41- 10LANT ATION 1 I 180-04 2-8-1 1 10X6 MAX AIR I I l5 CFM 584.15 CFM I Ip II 5' II 12X8 •,`I. r-,7 1 .� ----- i 0 cFM FOYER I BDRM.#2 I I Eli rRY I 5' 10X6 5 GFM DEN I I L ----- J GARAGE MECHANICAL PLAN SCALE: 1/4 = 1'-0' Reviewed for Code Compliance Universal Engineering Sciences R-VALUE SCHEDULE FLOOR SLA5 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 11 SUBDIP. & LOT. CREEKSIDE PHASE 2 LOT #97 PROJECT# 04321.200 097R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C FEB 2 6 2021 ANIT Z F02/26/21 SCALE: 1/4" =1' - 0" SHEET mI 2X4 TOP PLATE PER FLR PLAN PRE-FAB TRUSS 1/2' CLG. BOARD 1/2' DRYWALL SECURE BT. 2X4 wOOp PLATE TO SLAB STUDS *24' W/ 10d MASONRY O C NAIL a 32' OG. MAX 0'-0. FIN. FLR SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL ( NON— BRG. ' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S0511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT TYP. 5/8' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 3/8, 1/2" DRYWALL TOP CHANNEL (25 GA.) 3 5/S" OR 5 3/215E METAL SCUDS Z4' 1/2' DRYWALL 20 GA METAL TO INSTALLED IN WA3 5/8, OR RECEIVING UPPE5 3/8, LOWER CABINETSBOTTOM AND TUB/SHOWERCHANNEL GA. METAL TO BE(25 GA.) INSTALLED IN ALSECURED OTHER WALLS. STTO CONC TO BE SPACED iFLOOR W/ O.G. At 2ND FL003/4' PAF t WALLS ADJACENTTO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON -BRIG.) DV SCALE: 1/2'=I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL J PER ELEVATION _�--R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES i SPECIFICATIONS � r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' O.C. 1/2' THICK, 2 COAT PORTLANDL 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. - DIRECTLY TO MASONRY WOOD BASE — 0'-0" FIN. FLP-JiiiI d• AV e a. A; ° a n n W/ WINDOW OPENING H BOND SEAM - SOLID GROUT W/ (D- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1305.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRiP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 5" DIA. SLEEVE, DO NOT GUT 2A)PIPE THROUGH BOND BEAM D1 ScALE: 3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n ...a. a :. a n TYP. WALL SECTION L NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR —STORY HIP BLOCK WALL ROOA (2 LAYER UNDERLAYMEN: LESS i7 SCALE: SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE iI, ASTM D 4869 TYPE IV, OR ASTM D 6-151 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 CAULK AND 6EAL NOT CUT Geus LINE I �' PVG DLEEYE FOR f9Ae LINE BOND -A' C>•,I, AM 1/2, GYP. WL. W. BARSD ♦'4 ZB GAS LINE THRU BLOCK ---2X4 SPF 24' O.G. MAX.--, SECURE W/ (2) 12d NAILS 9 EA,. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS •� 1:i1 - - 1/2' THICK, 2 COAT- L/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR F CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES J,PER ELEVATION 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD - -A d d 8' CMU a 14 a. e 'dd e da A W WINDOW OPENING_ R-4.1 INSULATION -- WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERS ENC:E STRUCTURAL Ix2 P.T. FURRING STRIPS If 24' O.G. 1/2' GYP. WL. BD. — WOOD BASE 1/1' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REO. VERTICAL. TRACK BY MAUF. I' MIPL FASTENED TO SLIDE TRACK BRACKETS ROD W/ PRODUCT APPROVAL REO. S' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REd SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS Z: 4 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 9 2x FASCIA PER ax. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Reviewed for Code Compliance Universat Engineering Sciences CMU 0'-0' FIN. FLR c a n a � G n TYP. WALL SECTION NO OPENING 1--STORY GABLE BLOCK WALL SCALE: 3/4'=I'-O' 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 711. All exterior fenestration products shall be sealed at the jL•ncture with the building wail with a sealant complying with AAMA 800 or ASTM C920 Glass 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, MAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flasHlre shall extend to the surface Of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #97 PROJECT# 04321.200 097R1 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 PRINT 21 26 DATE: 02 / / SCALE: 1 /4"=1' — 0" SHEET U Top: 2X6 P.T. s CENTER OF DOOR HEADER SECURED W/ (U 1/2' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUTS 17 0 ❑O SECURE 2x4 ONJ FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR IC BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (1) WITHIN S' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. O @0I Iar NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THR) FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT D2 SCALE, I/'-l'-m' 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" K =WINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IS' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C_ MAX SPACING. I Ni 8' CMU I/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" WINDOW TO BLOCK +1 1/2" 2X4: ® 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH WITHIN S' OF EACH END 4 18' O.G. MAX END 4 18' O.C. MAX SPACING. SPACING. 2X6: ® 2X6: CEM SECURE TO BLOCK SECURE TO BLOCK W/(2) 3AW TAPCONS W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 8' CMU WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. 4 18' D.C. MAX SPACING. I/2' DRYWALL 2X8: ® 2X8: CEM SECURE TO BLOCK I X4 SECURE TO BLOCK W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 1/1W OS$. X 4' MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 18' O.G. MAX it 18' O.C. MAX SPACING. DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' 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 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CHM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EAC4 END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK r 8' CMU ❑ I/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 +2 1/4" � NDOW TO BLOCK +2 1/4" 8' CMU ❑ IR' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E 2X4: 6J9 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .14ra MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END t 15' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: r-*�—" SECURE TO BLOCK W/(2) 1/4' 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. — Reviewed for Code Compliance Universal Engineering Sciences S' CMU j� 1/2' DRYWALL Il JI VX4' r—� P.T. NAILER 1/16. O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" r,'\, PINDO�W TO BLOCK +3 7/16" 2X4: ® 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZF _I45 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN W OF EACH END 4 18' O.G. MAX END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED 2X6: CEM ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPGON MIN. I-1/4' WK2) 1/4' TAPCONS (MIN.EMBEDMENT 3✓16' TAPGOW MM. I-1✓4' SIZE .1S (MINE SHANK SIZE .145 SWANK EMBEDMENT INTO BLOCK SHANK SIZE .145 MIN. INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/49 8' CMU EMBEDMENT 1 1/4') WITHIN W OF EACH END WITHIN W OF EACH END 8' CMU 4 IB' O.G. MAX SPACING. 1/2' DRYWALL 4 18' O.C. MAX SPACING. - 1/2' DRYWALL 2X8: ® SECURE I'X4' P.T. NAILER 2X8: r-5�-" 1'X4' ❑ TO BLOCK SECURE TO BLOCK P.T. NAILER W/(2) 3/16' *APCONS (MIN. SWAN,": SIZE .145 DOOR CASING WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 P P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN, EMBEDMENT 1 1/49 DOOR CASING WITHIN 8' OF EACH END MEMBER W/(2A2d WITHIN W WITHIN 8' OF EACH END 4 18' O.G. MAX OF EACH END 4 6' TO 8' O.C. MAX 4 18' O.C. MAX SPACING. SPACING. -- — �— DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" i ' ffiXINDOW TO Rr.Orx +9" DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3/4" DOOR FRAMING CMU J}' DRYWALL IX FURRING RIP 2XIO TO 8-T/8'W HOLD FLUSH TO INTERIOR FACE O° DRYWALL ENTRY DOOR BUCK �uREQUIREMENTS 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 #97 PROJECT# 04321-200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 21 26 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET D2 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(VERTA NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • 1' O)C. MAX VERTICALLY 7 i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 417' (VERT.) O.G. MAX AT SUPPORTS WI LAYER •I, STUCCO WRAP WOOD SHEATHING OR vibe ZIP SHEATHING SYSTEM (IINSTALLED PER TO GAP MIN. LATH SHALL NOT 6' TO 8' BE CONTINUOUS 6' IN e' MIN. THROUGH CONTROL MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN CONTL NOTE: \ \ / / STRUCTUTURALLSTUD FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE / 3. BLOGiCING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN "M" TYPE CONTROL JOINT T OI. FOLD INWARD • Pf. A OI. FOLD INWAI®• PT. A 2. CREASE . PT. B Fol OI. FOLD INWARD . O I. FOLD INWAIIi • Pr. A PT. A 2. CREASE • PT. B s. CREASE • Pr. B 3. CREASE • PT. C 3. CREASE • Pr. C 4. FOLD PT. G OVER PT. B TILL II C TOUGNE8 BOTTOM FLANGE NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES DRIP EDGE. OVERLAP 3% EXTEND Irs' BELOW IHEATWII MECHANICALLY FAST6TI 4' O.C. MAX TTOM ® �� FLANGE WATEIR TIGHT BEAL. FOLD, Ma N4I CUT. J' THICK 3 COAT CEMENT PLASTER (RIME) , 1/2' 7 COAT CEMENT PLASTER (CM) WRB LAYER •2, FORTIFIBER I BUILDING PAPER(FRAME ONLY) WRB LAYER "I, STUCCO WRAP awAFE ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB Ate. I K' ABOVE SHINGLES IFlFAI'1E ONLY) FRAME OR CM • • EXTERIOR • • orr�°nel i nisFan FASCIA WRAP Sx6 WALL FLASHING KICK -OUT FLASHING (8E DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' w VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN. LAP ® METAL LATH 16' MIN PAPER LAP BELOW ONLY LWI LAYER 02, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: 1 1/2'- 1'-0' KIC KO UT 8•h` DETAIL GHT WEAL (BEND OR DO NOT CUT) LATH VERTICAL LAP TO BE I' METAL LATH WPM LAYER 01, STUCCO WRAP 1' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD: SHE ^,THING - NO ELAPS OF METAL E OR't/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS_ PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN W (229-MM). AS PER ASTM C1063. NOTE: J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/Ii ZIP SHEATHING SYSTEM (INSTALLED PER mAsl 1. SPECS.) 6' MIN. LAP V LAP s LATH 3" LAP ® PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN I LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANI SPEC. OR PEEL 4 STICK I/16" ZIP SHEATHING SYSTEM ( INSTALLED PER W0111W. 81= €E69 I II60 OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) " THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREEL ;3 Z 511 1L" TYPE CONTINUOUS r GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 "L" FLASHING- N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W1 HOUSE 4< WRAP MATERIAL) OVER APPROVED HOUSE WRAP. :... FLASHAAITO EXTEND OALQ-PAL J) I' OR LESS PIPE PENETRATION ZY '.....: >: CUT AND OVERLAP ONE SIDE OF----/ SELF -ADHERING MEMBRANE FLASHING JTEP '"'I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS RE=IRED TO SECURE PIPE/ WIRE TO FRAMING SECT ION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES N.T.Q. `x6' SELF -ADHERING MEMBRANE _ASHING (COMPATIBLE W/ HOUSE RAP MATERIAL) OVER 4'x4' ELF -ADHERING MEMBRANE -ASHING OVER APPROVED OUSE WRAP. ASHING TO EXTEND ONTO PIPE UT AND OVERLAP ONE SIDE OF .STEP Il rLASHANHERING MEMBRANE 1 LAYER "I, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 111 SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —41x4' 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) NETIRATION Reviewed for Code Compliance Universal Engineering Sciences Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18h. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL (FIRATE) LEGEND DRAINArSE FLANS (WRE3 LAfi E z #1, STUCCO WRAF) WRE3 LAYER #2 CFOIRTIF15ER—'—'—'—'—'— }�LIILD 1�I TAL LATH X X X X STUCCO WOOD OR i/1( II ZIF WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: t"-IET)AL LATE -I: LATH TO 5E FEIR SECTION �103_ .1 / )45T1"I C-84i-1.4a, 111N. 2-5 L55. F=E1R 51 4T'AfRD (UTILIT1r O1R N01„IINAL LATH DOE5 NOT 1`"IEET 5FECIFICATIONS) 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 #97 PROJECT: 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 FPRINT 02 26 21 DATE: / / SCAT 1/4"=1'-0" SHEET A I ■ NOTE: IF ,ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SACKER ROD I I I I I I SACKER ROD —� WR5 LAYER "I, STUCCO WRAP '® !I VE N INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND 50TTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 5E- 1. 50TTOM2 SIDES 3- TOP VENT CAP IS TO 5E SET IN 5ED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO 5E TOOLED SO AS t0 DEFLECT WATER AWAY FROM JOINTS. E-Z 5EAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,,VW CAULKING a JOINT ALL AROUND PER SECTION R708.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT J' THICK, 3 GOAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIFI5ER 5UILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (LJR115 LAYER 01, STUCCO WRAP) LJR5 LAYER #2 (F=ORTII=IBER ------ 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING 5ELF-ADHE5IVE FLASHING — — — — — NOTE- METAL LATH: LATH TO PE PER SECTION R-103.1.1 / A57 1 C-84-1-14a, MIN. 2.5 L85. PER 5a YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPEGSJ OR WOOD SHEATHING SELF LAYER *I, FLASHING STUUAM tUGGO WRAP UNIT wRB LAYER 02, FORTIFIBER 5UILDING PAPER PREMANUF. DRYER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD 1 1/8' TEXTURED CONSTRUCTION FINISH a WOOD � FASTEN TO WOOD STRUCTURAL MEMBER a 1' Ord. MAX SEALANT m 8' GMU t TOP E SIDES ye' TOYS' MID -WALL WEEP SCREED DRYER VENT (BLOCK) �B • 6' WIDE STRIP SELF t4: ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING rLN TEXTURED FINISH a MASONRY 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) 5UILDING PAPER UNDER 'QUICK FLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE- N.T.S. ELEC. METEF VERIFY LO ANtA I v I1<=L.1=l V>= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC I5OCYANOTE-POLY5LENDFOAM / tit CM-1-1 I--11 .�R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. LJIRE PENETRATES I,, . I „ � , , ,�.,CO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN GOM50 OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW GUT SUCH l NO MEM5F ENTERS E APPLY TO F E APPLY E-Z BEAD OVER 6¢) MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Reviewed for Code Compliance Universal Engineering Sciences 1 LURE, LAYER #I, STUCCO WRAP STEM' *'1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 57 f *13 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING LAYER 02, FORTIF15ER 5UILDING PAPER LASTOMERIC - O. TING OVER STUCCO/ C.V. FINISH (SEE TYPICAL UJALL 9 ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #97 PROJECT* 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA1 FEB262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET MA4 R i LEGEND DRAINAGE fi LANE (WRB LATER 1*1, STUCCO WRAR) WRB LAVER #2 (FORTH=IBER ...... - - SUILDING PAPER) METAL LATH x x x x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-AF.)HESIYE FLASHING - - - - - 2 1/2" 14B1CORNER BEAD CORNER BEAD (1=ASTENER 4 SPACING 6 -l" O.C.) 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIREGTL'r TO MASONRY (�P BLOCK Reviewed for Code ComPE,g,ce onlve S, En9ineenng 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 #97 PROJECT* 04321.200 097R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL' ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 LMICHAEL C. ANDERSON AR NO V305 PRINT 2126 DATE: 02 / / I SCALE: 1/4"=1'-0" 1 SHEET LEGEND DRAINAGE PLANE (WRB LATER *1, STUCCO WRAP) WRB LATER 02 (FORTIF15ER ...... — BUILDING PAPER) 1" IETAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD CONSTRUCTION �- BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER *2 X T Y.' LAP SIDING / / r W SELF -ADHERING "6 At- / f FLASHING 6' SELF -ADHERING / FLASHING 6 �\ l I WEATHER RESISTIVE BARRIER "1 STARTER STRIP Y \ \ WEATHER RESISTIVE BARRIER 02 DO NOT CAULK OR I \ \ AV f SELF-ADHERING SEAL OPENINGGALV'D f \ ASH METAL GALV'D METAL W FLASHING Z' FLASHING DO NOT CAULK OR I Y+' X 6' SIMULATED SEAL OPENING WOOD TRIM MEMBER ` STUCCO CASING BEAD I Ya' X 6' SIMULATED WOOD TRIM MEMBER to SEAL GAP W/CAULKING OR APPROVED SEALANT TUCCO CASING: BEAD SIDING TO STUCCO Ca? BLOCK TO FRAME TRANSITION l I O A WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 i WEATHER RESISTIVE BARRIER 02 ��((�� X l Ya' LAP SIDING / / \ W SELF -ADHERING I l/6' WEAL OR / f FLASHING BOARD 4 BATTEN / 6' SELF -ADHERING G I I WEATHER RESISTIVE FLASHING BARRIER 01 Y a WEATHER RESISTIVE STARTER STRIP \ .. a BARRIER 02 I �\ DO NOT CAULK OR I �j 6' SELF -ADHERING SEAL OPENING I / FLASHING ` GALV'D METAL GALV'D METAL W FLASHING 'T FLASHING DO NOT CAULK OR HARDIE TRIM PER _ SEAL OPENING ELEVATION STUCCO CASING \ BEAD 24 ■ HARDIE TRIM PER ,_< I ELEVATION \,\ SEAL GAP W/CAULKING / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO Cap BLOCK TO FRAME TRANSITION Reviewed for Code Compliance 191 Universal Engineeang Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIPE PHASE 2 LOT #97 PROJECT* 04321.200 097R1 MODEL: 4EBB "1828—CALI" GARAGE STfING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C r3TATE OF FLORIDA FEB 2 6 2021 MICPA E 6.DERSON AR NO 17305 PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET ifilfAimlAill 2xro SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 11 I\ -1/8" TEXTURED I \ FINISH a WOOD I \\ 1/2" TEXTURED �� \ FINISH 6 CMU \ METAL FASCIA \ WRAP Ya" FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ CFRAME OR CMU) NOTE = NOTCH FOR 2X6 SUB BAND ONLY N, Ile ®LVATI®N w 00 'E METAL FASCIA WRAP 1 2X6 SUB SAND cn7/ (PfL,4N \ 1 —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL /��XNOT INTO STUCCO) 1-1/8" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH 6 CMU �, i 2x6 SUB -BAND W/1 "x4" NOTCH END, WRAPPED IN PEEL 8 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL -1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS (o"-8" O.G. MAX. 2x SUB -BAND W/>Y"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB _BAND DETAIL C WALL SUB BAND DETAIL L WALL W_ZKIC X--- 0 UT 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 W4Y11x4" NOTCH a END, WRAPPED IN PEEL d STICK *ROOF CEMENT -s ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Universal Engineering Srien complianc Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x 5U5-5AND WIV21x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 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 #97 PROJECT# 04321.200 097R1 MO DEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C I STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 DATE: 02 / / SCALE: 1/4"-1'- 0" SHE�ETr n V V AO s 39'-8 `, 12'_4" 4„ T-4„ 4' 17,_4, o FOUNDATION NOTES -L — — — 10' 4" FF 10I-0" FM-12X12 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR 16'-0" 3'-4" COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 00 4' CONC.N 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED w ILLSLAB x I °4 OTHERWISE. `lD a Q� N CO 4. REFERENCE ELEVATION +-U-0", SEE SURVEY PLOT FOR NAVD. a I 3 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 3 1/2" 1.1 TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER • SERVICES. — — 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: EXTEND 1 FM-12X18 PROVIDE 1/2" FELT PAPER AT THE JOINT. SLAB 1 1/2" 1.1 7. COORDINATE SLAB ELEVATIONS STEPS, AND SLOPES WITH ARCHITECTURAL I 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. °D I 11.MINDICATES #5 BAR, DINDICATES #6'BAR,■INDICATES #7 BAR VERTICAL r REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF BARS SHALL BE O HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. U 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = O a 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 1 BEEN DELETED UNLESS NOTED OTHERWISE. 1.1 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 0.0 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE T = I REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SLAB SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING F'm = 2,000 PSI; TYPE I'M" OR" S" m ro o MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. N I 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 00 T-0" O/C MAX. SEE PLAN FOR WWM SIZE, U-1 INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING q CODE, RESIDENTIAL, 7th EDITION [] IX N _ Lu- LO 191-0.1 5' 0" —4" PVC 1 1.1 _ 0� Q CHASE / TE-1 J —_ -4" CO NC. N SLAB -5 1/2" o 2 17,_$ -8 TOP F O - 5 _ 0 3' "+ SLAB M 3 6 v 00� N I I co 00cli a O L.. ED 1 EXTEND r--- �� 1.1 SLAB 1 1/2" 2 I4 jCONC. w u- Co , FM-12X18 °D SLAB wi N N (] 3 1 /2'' JO a ILL I 5 1 - 2" 3, 5, u r 5 1/2" �,---- 04 Of o 2 1 1 1.1 _ L 1.1—FM_12X18 '— 1_ J FMC-12X18 FM-12X18 FMC-12X18 , 4 4 10' 2„ 3' 10" 2,-8" 16'-0" 2, 8„ 14'_0" 4'-4' 21'-4" 39'-8'r. FOUNDATION PLAN' FOUND N SCALE: 1/4p, _ V_0" SLAB SCHEDULE SLAB THICKNESS REINF REMARKS 6x6 W1.4xW1-4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER Reviewed for Code 93 Compliance Universal Engineering Sciences FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY MARK WIDTH LENGTH THICKNESS BOTTOM REINF TOP REINF T.O.F. —_ SHORT LONG TE-1 8" SEE PLAN 10' (2) #5's (+)0 0" FM-12xl2 12" CONTINUOUS 12" (2) #5 s (+)0 -0" FM-12x18 12' CONTINUOUS 18" (2)#5s _ (+)0 0" FM-16x18 16" CONTINUOUS 18" (2)#6s _ (+)0'-0" FMC-t2x18 12" CONTINUOUS 18" (2)#5s _ VARIES F-24x24 1 24' 24" 12" T) #5's (2) #5 s (_)0„-4" SECURE STRAP T❑ AIC SIMPS❑N WB UNIT ROLL STRAP OR 3/1CON6 2' C2)TAP—C EQUAL R EACH TAP —CONS TAP—C❑NS CORNER OF UNIT C❑NC, SECURE STRAP TO SLAB UNITS W/ (2) #k8x1 1/4 SHT NTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 H WY A1A, SUITE; INDIAN HARBOUR BEA( FLORIDA 32937 PH: 321-802-3591 www. a bdesigngroup. cc AA #: 0003325 zwl. 1 Sri x T° CREEKSIDE PHASE 2 LOT #97 PROJECT# 04321.200 097R1 MODEL: 4EBB "1828-CALI" E GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 100 MPH EXP C 4�§ STATE OF FLU -fl,r 0,, FEB 2 6 2021' MICHAEL C. ANDERSON AP NO 17 0 PRI DATE:: / 02 26 21 F' SCALE: 1/4"=1'-O" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING O O Z t'. STEEL REINFORCING IN GROUTED Z STEEL REINFORCING IN GROUTED S Q CELL SEE PLAN FOR SIZE AND a P' _ CELL SEE PLAN FOR SIZE AND p } SPACING REQUIREMENTS a Q SPACING REQUIREMENTS _ a K... 111 •.. coV JLLI :Lad r a FM CO 0o U J U) Q 8, CMU WALL >' p CORNER BARS, SAME SIZE AS LARGER BAR 0- 8" CMU WALL O , IN FOUNDATION WITH 30" LEG EACH O p CD ? +- 0 _p 'I "0 ! WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB v a SO THAT THE STEEL REINF. IS CONTINUOUS M .. . , ! ° '- TOP OF SLAB =4 rl.4 'MATCH AMOUNT OF CONTINUOUS BARS . ... .. ° I � ,... , ! ° ° e ! I'" ° -VARIES TOP OF GARAGE a. 7•. I .. 'ILL CONTINUOUS STEEL MONOLITHIC SEE SLAB SCHEDULE EXT. PORCH SLAB p ! 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION L'. ! 6" CHAMFER (2-S�ORY) JOINT WHERE i • APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" ° SEE SLAB SCHEDULE a FOOTING REINFORCEMENT SEE SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) °. W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) a JOINT (WHERE •'` i SEE SCHEDULEJlv WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z 4 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST g AND BAR QUANTITY NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION EXTERIOR MONO-FOOTING XTERIOR MONO -FOOTING CORNER BARS DETAIL 1 SCALE.3/4'-r-o' , SCALE: GARAGE 3 S AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON VERIFY HEIGHT NAIL 2-ROWS, 4" O/C BTM. OF WALL W/PLAN LAP TO CCUR OVER STUD W 2x4 OR 2x6 D BEARING PROVIDE BLO ING LLI J WALL W/ SYP 2" CAPPED I NEW REINF. BAR No 2 STUDS SEE PL S FOR SPACING. SINGLE BT E R "x PLATE TO SLAB W/ GALVANIZED PIPE n SECURED W/ 2- PART TO BE PT. PROVIDE DBL. OF 1/ DGE ANCHOR W/ 2" W/FLANGE BASE o' EPDXY. MIN. EMBED I PLATE R SET IN HIGH STRENGTH S", UNO XY 5-1/2" EMBED. MIN. @ 16" OC FOLLOW ALLMANF SIMPSON SPH4 OR SPH6 AX. C? SPE IFI ATIONS FOR BTM AND TOP PLATE coI US ANCHORS W/ 1Od x 1 1/2" SECURE FLANGE TO CO v PREPARATION OF COMMON NAILS FILL ALL SLAB', W/(4) 1/4" X 2 1/4" Z HOLE: HOLES, DO NOT USE 10d w_ TAPCONS W J x 3" SEE SLAB SCHEDULE Ir Q O} p ++_ 0.0„ " > TOPS OF SLAB ° a ° F4"R (1STORY)R (2-STORY) •° EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT BOLLARD A DI��,ING BAR TO 5 S CALE:3/4"'`°' M NOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WA G 6 SCALE:3/4"_1.0, SCALE: 3/4"=V_0,, (W/ UPLIFT) LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON QUIRED '��— VERIFY HEIGHT NAILS 2- WS, 4" O/C BTM. OF WALL W/ PLAN LAP TO OC R OVER STUD PROVIDE BLOCK G 2x4 OR 2x6 WOO EARING WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE RE . PLATE TO BTM PLATE TO BE PT. LA d MASONRY NAIL PROVIDE DBL. TOP PLAT ^ TAGGERED. IONAL METAL NECTORS NOT WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE +-00' Z. TOP OF SLAB d! ° I fir. A. ® SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4"=l'-0" (NO LIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Qa ❑ }} � F W ED m V • VY7 J IL O 8" CMU W o Z + 01_01� a TOP OF SLAB °SEE SLAB SCHEDULE "ISOLATED"COLUMN PAD 01 CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH -- ' • FOUNDATION AND SLAB _ 9 e ° SEE SCH ULE • • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- DOTING AND COL. P I i POURED LINTEL CONT. (TYP.) '0,'• 8" CMU FILLED CELL (TYP.) r.. 2X WALL FRAMING 1/2" DIA. SIMPSON STI32 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION 1 ' / SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V-0" FOR NRY SET EV: f W Q J J = (n ❑ Lu W = U) U (n L94 HWY A1A, SUITE 301 JDIAN HARBOUR BEACH, FLORIDA 3293 PH: 321-802-3591 vww. a bd esigngroup.com AA #: 0003325 x LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN ` 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING, WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. �. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY �� NAIL 16" O/C STAGGERED. �o (' ADDITIONAL METAL ft \' CONNECTORS NOT REQUIRED WHEN NO �� a UPLIFT IS PRESENT. W SEE SLAB SCHEDULE TOP.OFSLAB .d a it ti a ! Reviewed for Code Compliance OQ d °' ® Universal Engineering 4 Sciences EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE rd AND BAR QUANTITY $ INTERIOR CURB FOUNDATION WOOD WALL UBDIP. & LOT SCALE:3/4"-'` (NO UPLIFT) CREEKSIDE PHASE 2 LOT #97 PROJECT4: 04321.200 097R1 MODEL: 4EBB "1828—CALI" :7 ARAGE SWING: RIGHT PAGE: DETAILS 50 YPH EXP. C a STATE OF FLOFUDA i FEB 2 6 2021 MICHAEL C. ANDERSON PRINT ; DATE: 02/26/21 SCAL1'-0" SHEET [_ S io LO 36'-0 , 29,_0" 25'-10„ — 19'-0., 17,_$„ 14'-0" 10'-01, I Ell ui 00 v <r (V a0 O � N N Bo m ir3 El m 0 0 v N 4i ILJI (V 0 3, 6, 2,_4„ 10'-6" DOWEL PLAN SCALE: 1/4"= 1'-0" r_7 L O N LCl r v C O m m N O r 14 N O N_ ib U -7 iq a 19,_0 , Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd esi gngrou p.com AA #: 0003325 sysDly � LOT: CREEKSIDE PHASE 2 LOT #97 PROJECT# 04321.200 097R1 n�soDEI.: 4EBB "1828—CALI" GARAGESWING:�' RIGHT PAGE: DOWEL PLAN 160 MPH E C 11 F OF FLORIDA' FEB 262021 kAlCHAEL C. ANDERSON AR NO 17305 m F 02 26 21 / //4"=1'-0" S1. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM I .1, VARIES PER ELEV. 4. a: ° Ia - 111 4 a i. �a a ° a. a ° A. Z_LLI O M U HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING Z Qa_} Q F Mu U V, J V d Of(/) - Z O D 0 M CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL a SEE SLAB SCHEDULE d' / ° ° 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) i Z a MATCH STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" +_ 0'-01 TOP OF SLAB _00- HASE THRU FOOTING .� l I STEEL REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL. SIZES MASONRY SYMBOLS 3 SCALE:3/4"=1'-0" 93 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 SUISDIV. & LOT: CREEKSIDE PHASE 2 LOT #97 PROJECT* 04321.200 097R1 MODEL: 4EBB "1828- CALI" GARAGE SWING: RIGHT PAGE: DETAILS t60 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 M -ML C. ANDERSON AR NO V305 J rx%jLr" 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET S1°2_A � � FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1 (9) ibd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: � v..""""^.,`~..(")..""'"^H~~NAILS, WOOD TO S|MPSONH1UAORLGT2NK1Odxl1/2"HDGNAILS, FILL 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |STOBEPER FASTENER SCHEDULE, 3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTER SCHEDULE MEETING THE REQUIEN1ENTS(}FAFG'01ANOA9PL|E8|NACCORDANCEV0TH 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 .CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOORAND CLEAR SPAN OPENINGS, D LINTELS SHALL HAVE 4"NOMINAL BEARING (4o). � 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE SCHEMEFRAMING OSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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/2rnuon../// n4//nLONG, WITH " @.".,^. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THESAMEONEACH END UNLESS OTHERWISE SHOWN DIFFERENT. ' i2,WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON � RATIONAL ANALYSIS. l3.ALL ELEVATIONS ARE REFERENCED FROM O''0".FIN |SHFLOOR. UNLESS NOTED OTHERWISE. � ! � .� .�� BEAM SCHEDULE RRR22M INDICATES OPENING BELOW/ T.O.B. =TOP 8F BEAM/ &C.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH 1T.O.S = T( ABBREVIATIONS E.E. = EACH END, O/C =I! ON CENTER, F-E.S. = FROM EACH SUPPORT, T-0. = THROUGHOUT MARK DESCRIPTION fc S12E REINFORCEMENT STIRRUPS REMARKS i OP MID SIZE SPACING j SEE SHEET S2.2A FOR SAFE LOAD TABLES a " m " LIFT BEAM PLAN. Reviewed for Code COmPlbmm on.veo�Eogineenn8 ED oSciences #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 LL 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-U" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BE 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 201 V ��V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEQICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST •' 1#5 "" TWO CO URSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8x16io Pyti / S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM 9 COURSE OF BOND BEAM IS OMITTED AND LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. g' 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. BOND TOP OF Q(x� BEAM W/ (1) #5 BAR BOND BEAM Io EACH COURSE • 04 �\�G 8x8 BOND BEAM TOP OF r • W/(1)#5BAR \� �, BOND BEAM F F =FILLED WI GROUT U =UNFILLED GROUT SOLID FROM \ OF OPENING NOMINAL LINTEL TO TOP OF BBEAM, IF FILLED LINTOP WIDTH ND �� `ll/l # OF #5'S, IN 2ND BOND SEE NOTE 5 � BEAM COURSE TEL. NOMINAL—�1 6-1 T/ 1 /01..! Sx8 PRE -CAST CONCRETE ---- LINTEL W/ (1) #5 BAR (L2) MASONRY Q� HEIGHT # OF #5'S, TOP OPENING LENGTH OFBAR =WIDTH OF aP 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX- 1T/1M1oB INDICATESA DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE. 3/4"=V-0" AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Lt) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS + AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP OF OPEC LINTEL AND XUXX - 1T/OMIOB INDICATES 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 PRE -CAST d WINDOW z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 112 1/4") 8" FROM EACH END AND 18"OC. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 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 BILK. EA. END EMBEDMENT /7/16" OSB SHEATHING Reviewed for Code Compliance CMU WALL Universal Engineering 91 Sciences ARCHWAY FRAMING DETAIL SINGLE #5 CORNER BAR, 30x3OTURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF EACH SIDE O LEVATION BOND. BEAM CHA E CHANGE IN ELEVATION OF BOND BEAM' 7 SCALE: 3/4"= 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �lk n a t1 \W kT un .ate r; a d rry ^C '77 1 [�:.a ��,.'A�..G C .P�...n � l CREEKSIDE PHASE 2 LOT #97 PROJECT# 04321.200 097R1 MODEL: 4EBB "1828- CALI" GARAGE SWING: RIGHT' PAGE: DETAILS IL00 MPH EXP. C 8T47F= OF • - I► 1 'a h1: k FEB 2 6 2021 MICHAEL C. ANDERSON AFC NO 17305 PRINT DATE: 02 26 21 1 SCALE: 1/4 =1'-0:" SHEET Ste 1A a I "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS�T SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE IPF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8B-OB 16-1T/OB 0-1T/OB 1T/OB 1T/OB -1T/OB APE LENGTH g/g PLAIN 8/8 SOLID TYPE LENGTH WIT 8/16-1T VM-IT &24-IT 8/28-1T 8/32-1T 818-1B 16-1T/1B 1TNB 1TNB 8-1T/1B 2-1T/1B 816-2T s/16-2T Brto-aT sn4.2T ene-zT e/32-2r 3'$" PRECAST 1436 952 3114 4217 5321 am7531 3'$" PRECAST 689 1024 3'$' PRECAST 1569 —15N9 3524 - 4394 5263 6132 7001 2� 6113 6385 7708 9031 10000 3524 4394 5268 6132 7001 4'-W PRECAST 1065 700 2306 3125 3945 4766 6687 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 306_0 3815 4570 5326 6079OM1901 6113 7192 6 7627 8751 1383 3060 3815 4570 5325 6070 4'-W PRECAST 819 533 1770 2400 3033 3888 1 4300 41$" PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1825 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5140 PRECAST 931 1247 1999 2560 3123 3686 4249 5'-e PRECAST 411 411 5'-4" PRECAST 1016 18M 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 28M 3399 3981 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 U-10" PRECAST 340 339 5'-10" PRECAST No 1499 1971 - 2443 2915 3387 36N 5877 6 OM1161 OW5776 929 2080 2593 3107 3620 4133 6'-0" PRECAST 692 1139 32V 3031 3707 4383 5061 6'-0" PRECAST 410 721 6'-0" PRECAST 835 1201 1678 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 _ 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 2698 3191 3685 T-0" PRECAST 303 534 7'-0' PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 _ 2426 2827 3228 9'-4" PRECAST 428 833 1593 2204 2481 2818 2621 914" PRECAST 192 384 9'4" PRECAST 454 586 - 767 948 1129 1310 ON 2298 3081 4099 4899 572 1318 1843 1969 2164 2519 10'-0" PRECAST 388 487 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-C PRECAST504 356 468 612 755 899 1042 550 1897 2781 3222 3784 1180 1472 1763 1710 198911'�" PRECAST 0 544' Y14O7 1742 2252 2868 3830 11'-4" PRECAST 132 417 1 V-4" PRECAST 'W 406 530 653 777 872 544 1742 2252 2888 3552 466 1042 1372 1643 1470 1710 PRECAST 308 507 1596 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST _ _ 383 368 476 587 698 78312'-0" 507 1596 2048 2586 3171 _ 440 940 1300 1580 1314 1476 13'4" PRECAST 270 433 1045 1365 1732 2157 2535 131-4" PRECAST 82 298 13'-4" PRECAST _ 308 303 393 484 575 645 414 1045 1365 1732 2316 2005 390 780 1057 1312 1071 1203 PRECAST 254 388 978 1272 1608 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 _ 717 961 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED _ _ 239 422 506 626 746 865 468 1079 1429 1824 2277 2712 _246 663 980 1237 1474 1715 15'�" PRESTRESSED N.R. NR NR NR NR NR NR 1640PRESTRESSED N.R. 252 15'-4" PRESTRESSED —22 387 464 574 684 793 a12 1014 1340 1703 2118 2513 230 �187 B16 908 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED --- 326- MIS 451 687 ON 300 856 1121 1413 1739 2047 _ 192 506 720 501 1135 1312 19'�" PRESTRESSED N.R. NR NR NR NR NR NR A 19'-V PRESTRESSED N.R. 148 19'-4" PRESTRESSED _162 266 348 430 513 595 235 738 959 1200 1467 1718 166 429 623 803 950 1098 21'�" PRESTRESSED N.R. NR NR NR NR NR NR 4" 21'-PRESTRESSED N.R. 125 21'4" PRESTRESSED —_---- 142 219 _ 308 381 454 527 180 598 833 1038 1168 1488 142 373 _ 537 _ 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 —124 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED �__ ----- 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITII AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code C(,rrpliance Universal En9ineenng 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 #97 PROJECT# 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 F3PRIN'T DATE: 02/26/21 SCALE: 1 /4"=1' — 0" SHEET S2e2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0 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 I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS I I, TRUSSES II WI BOTTOM BOTTOM CHORD CHORD 2x4 SCAB NAILED TO DIAGONAL END JACK TRUSS BOTTOM BRACING/BOTTOM CHORD WlMIN (4) 10d CHORD BRACING RE APPLICABLE NAILS FOR EACH CHORD CONNECTION DTSSTMTLAR BOTTOM CHORD BRACING @ END TRUSSES W2X4 BOTTOM CHORD GIRDERITRUSS WI BOTTOM CHORD DIAGONAL J 2x4 SCAB NAILED TO BRACING/BOTTOM TRUSS BOTTOM CHOR CHORD BRACING W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION DTSSTMTT.AR BOTTOM CHORD BRACTNG ® MID RUN .._�....,...,. _I. �_..._L._.�.�I .._.......1_ ....� . xl V l aLxi smIDEDI covrreOL DATE OIR]/1010 MG,k JSP s IMP4C.H m m. JSP NXISH, ,'PC VYLIFT I..dT1 SIE 11,11, I..u.x HINN R HTA IO IR 1615 11I 1L 1]50 118J IOA%11/2" EPL'I,(JI11nl.PLY, EMR1111" 12j IM N11/'/'1-PL'I,N,1Ptl2-0LI, IHAl1i VI FIX IBIS 243D (/I M,A 1)IN', II JI IIIN x I I/2"1J'CI, FMII... (11111OJn 11/I' Y.PIY,i...I' A tF, I8M SHIA`IN 18111 'Ill, ID'%l 3/2", R)Ill 2 PLY, EFRE04" FIR, IN, x I lPLY G)Ill '-PLY FM3E04" IAJO 1870 HIIAJO IPDI 01 Ut 11 l/2".(91 HASTILY, IMYFOPP (9)10tl-rl l/Y 1 PLY, (9) IT IILY f MlFL A" ILI HIA," SPED ;JIf"A-'. 20:1, 1!-I :O. a 11/2'. 1-PLY, FNBFD.1• (IOI TOE X I I/2" I i11 EM3E01' 13W 1111 HIM 1 1I'd 7,PLI A ED I2 1fi55 OFF I8R, 1 JOY I I F.Id LI W o'l, 17, 1/1 'xl l/ 11 11,11HER(RI1 LUD!I SEEN LF19-60625 34&1 IN, Y, /8 XI .R.I Vrd W-WI IWN13 ! CS1/4".I ( GIRDERI:1/X X5 LIFFIOLICIONLL YLI A.Ip 24Y1 L 1.11 : III ALI MINA I I LOSE OF P HI A J AlllP AILE 18) 101 x I I/I IFLY ALI HINAIIUSE 01 PI 1-211 A1'. IIPI ABLE `A 111+y• 114, I]IEYE r T R IV FGF STRENGTD EPO%YIMIN IIfNIBEDL122130c TDwOOD1 (115/8"AT_R,1%LIEN STRENGIH EPDXYIMIN, 12" EMBEDI,(2211Otl T04VVOD I.1G1%• 4�J� . 11.111,' d NX I3r1 AI R 1 III A I N 11 LN111111111,11 111111PAl. 11 IMPIDI( .-ISPIOPISCH. 1,1(il{♦ 9EN1 HOT 1 F41 r1000III HIS, MA1U111D IN AT2 1,i 3/4A T. R. IN HIGH STREMOI Hf OGAMN I2'DM3ED ,. IOJTGRPOSIS LPTA ISIL PARALLELTL WALL ., PERPPIUIRLLLARTOwALL CTAl 121 D...... ALL IU WALL O"ARTO I"')D", 1'1, PD)YI'd X 1.1/1' MJ4115 394S VGI C,H (115/8"AT.R.I NIIGHSTRENGIF EPDXY (MIN. 12"EMRLDI.(4)10CTOP/(bIIOC'FACE/(1211Oc9ACNOFTRVA I115/0"A,T.R. INHIGPSTREVGTHFPOAYININ. III EM3PD1,(101SD61/P'u3' F JGi 151, EIVC.I 7180 ;21',/x"ATN IN HIGH Si IPDXY I MIN. L' IMBED1,S81 TO 1'I S18 A.IIR. IN HIGH STMISLI H IPGFY(NIN_ IC' EMOFL11. i2) SDS 1f4'✓1" nrtwv 9h, AIIS.IP VIN :III 1., C 1112',(IN 1. IUI 1M x11/Y H I1V16 1355 NISJ6 1310 a.1.L cxl1.T mil/al nnllotl X11/1 ITIWED I38 H6.PB ,I,p IVRI HILX„n•, C1Jt ICrI MII"A X11/1 H1Wm vs 111 FFF I, It J41ill X11/2',I20) l00 I211111xITO IF1AY/» 43" III Awl) ++ 4L'J ;IOI,DC (111111.1 IF IA 18 41 111, LNIA.IS» I2D IT, 10, 114111IT \ISTA 1.- 1310 SANTA-18. 13I5 1]I IIK. IILI IIM A� IGIO VI'A-14- 1640 II811R IIBI IW MICAaD» 2111 111TA 11- 2111 1 If I-JI''Ld IA.NPI+ 2oL M'IA36R+ 21m 11 'IS) "BY IS IMIN N116 Itill 31, 1 Ift Xvrz' 06110a XI III IF 111, MS1IS 111 1. X 1 11, Id,IRS YlI/C LI IAd t80 HR Di EYE Ili-', fi5;&1 (8) EC TO PLATES, EEI EC TO ST-M SPT4 0IF SPY SIS 1`I'PH Ni f TJUS II,I 1" 111 PIAU I[I III, .11;J-IUSTJM MVII "1 11 FI CA INM A14 4111 IIItlC 111/2' TO] TAM, 111 BE x I VC I U POST. 14)EDv1 lfl" TO LOAM (4) 8111 HE1(, POST I H('VJ 180 HCP2 .VII �1011 Olx 11/2" I U IIf.,,%N, till llM x l FIX TO PN I I 1111'I'd Xl IS, 111 HIA H1. 1.11.1 '. 111 OE x1 HIS TO TRUSS, LED IOC X I l/2"TO PLAIT (191 IOtl Xl ILES l LENA iI& 41 :C� PGT&ELLA 411 11 INS I.ITIFIN101✓'1.111) CIRNYVITII .111 W/5/0' TIRIA)I]IIO" IIll -S1l`III "rl'TO.`C,(III ID.1'4-121j2'w/ IHIRIADIDRI. _ INNTOVIANHIPUE11 NR1(,lj&PIIMA IIJi -,1 APH" IU INVSS T0.114lGMllx' f0\f"N-IRfADICIlIN1 !4HSCS 1%,I U OOD(II Y:4PAJ41 Zi 3-i b"I API4A1 21.) 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INFGF STRENGTH EPDXY(MIN '1'At IIN LUV 216C X21/1ITTys 1� HRa 3o9L11G -J C1IRWI )GI 1 IH. /I III A FIGII Irr MH_'I INCc ()ILCXYI/'XIDOIIS[!TR111H.1 HHIP IL1.'11.11f111DIIVC . 1%11YJWIx11xHHw5 III4 1 VM IIIIA1HINXS N11, YY 1MNIJ EMFIIGLN1CWC,1111"SPO.1 V(IUDSCIi 1 IRi VapHD}q A.B.'IIIGHSISI4t HIYU%l,MIYl"IMI1111iINC0NG141VrSfW0005O1FWY 1//P"P.II.INHIGIS II YFPDX/IMIN_]"EMbhDJV Vim,n(3/4"SIIIObULI]16W0UD TDXS J8J0 (11 //B111 NHIGII,NIIIIIIIH EPDXY,(MIN.I IM3EDIIVIONI. T)OR- F1,1"IIIIHOIOwOOl1 11TM35lill 2580 7130 M3IA I. Hp, Id v I'll Ill lfi LEGUTWENNE M31tiESSTH/N4 IIHMEIGIO 11,111" i/L OI RAMiI INTF DIVA IULI SLEFVI ). DR 111 WJMIN I' EMI.L lI INS ALUDIA FAIT IFIDIX AT JOIST 11) 1/4 1 1 It INHIHFSTRENCIIII IPl IMIN L/F FMMVVfPJHINCMJ.TOP,(111/4' AT.RINHIGHNIRFNGTH FPYXY,(MIN 1 FMBEDMI N I ) IN( M U FAR.(1N)101I 10 31 AM F PIl Il 1 3`i U1.1 332 2 NVSC412 D. r'lOO iM13i(1COJ.)iID,IM 311.02,1, IVXf2CIx,Ilu 1W TC`\T%)C LILT OIL 11I JIB,. HIP 1.IOXXX1O11 H M1111IIMJI l.41I) 1 uUIIO I'MJ IEIIII _ 4SON IlEIIA"x 3- wS3 SCREWS,(10I 1W TO "COD JSP YLI31 " TAPPER+,(IOI IMTO Ii,.000 1 8)1!412-3/L.. TITEN(5 PER FLANGE TOCIO, 1101 TO, TO GOOD. PD21I231 CM01 14y) 3Uxn HVC210.2 (MUI I.M 11. 1O 1/4 3""W53 EC TAPPER01100 TO woo/ uSX 3" S3 'TAPPER UDI30c TOWELED I18)1/4"IS3/4"TITE`GPER FLAVGEITOWLHEYIMIDW00P I DE 1031FlCMVI 1.qa i01S 4121C-3 J INHYI lfll/1' 3'"W 15,1011-C 1 WMOI I'll D1:+ PE 1 1 UwOCD lxl 1/1,F-1/ 11 PER fl ry crvID 10 MI VWLO P. HOL."--.-r-r1112�--.-`_.-5 -L-Mom_.----1-..-Cti=,Uri r^V.Nxxn41 F 13r..1" r E I I D ANI HUx, I I ^ I X ; IAN 11,`1. I.J III IIIA-- LIP 1.14x 1.11O wixN i :E U 0 O 0 m o N 09 L_ U (D J Z_ Z U 0 Q Q m Es 0 U 2 0 TRUSSES W/2X4 rO BOTTOM CHORD m U O - o N (8) (r 0 (D J Z Z U 0 Q (D m Q DIAGONAL BRACING/BOTTOM 0 CHORD BRACING = U WE WE 2 U O 0 09 m 0 Q' N 0 @) LL V � Z Q U Z A O m\ Q Q 0 Iig 1A <( Q yVO CJ1A y !I ° EJ3 ° Q 1A I GT D3G1 3.1 I I D2 y✓� U U U D 1 CJ1 CJ3 CJ5 II IfF--11--�il II II II II II II = II II II II II II GT II II�--il CJ1A o M 1A LO M U U U W--II--�i II II II 11 II 11 II 11 II - II II II II II II II u n u n u u u u EJ7A 11 II it II II II II II 71 A I I I 6 I I \ .1 _A, PREfABRICA ROOF - _ - _ _ - - _ - _ _ _ TRUSSES @ 2C MAX I I I I I I --- _ a _ __ __ _ __- I I I I I I Al/ I I I I I I �22"x54" I ATTIC I I ° �_.ACCESS I I I I I I a I I I I I I 3.1 - - A; 3.1 j I GT I A5GE n _ _AIL_ EJ2 IMP ---- - -_7ts•- - - RIL-AM FRAMING PLAN SCALE: 1/4" = V-0" - W-AM CJ1 CJ3 0 CJ5 im Reviewed for Code ED Compliance Universal Engineering Sclences n 2194 HWY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Si7BDIV. & LOT: CREEKSIDE PHASE 2 LOT #97 PROJECT* 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C STATE OF FLOI FEB 262021 MICHAEL C. ANDERSON AR NO 17305 =E: 26 21 SCALE: 1/4"=1' - 0' SHEET s3 -(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 1 Od x 1 Z" NAILS TO TRUSS "ROOFANALUFLOOR (2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 z' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", (16) 1 Od x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS. 3" WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS 1x2; 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES @ 24" O/C GALV. COMMON NAILS i SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L1770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, LI1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT= U:2705 LBS (2 !PLY) TYPICAL TRUSS/ 1 a 1 b 1 GtRDER CONNECTORS) NOTCH DEPTH 1/4*D HOLE EDGE >5/8" HOLE DIAMETER <2/5*D SGL. STUD OUTER 1/3OF SPAN ONLY EDGE >5/8" BTM.J HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 1 /2"=1'-0" ENGINEERED WOOD FRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMITS OP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2'2" x4", (9) 1 Od x 1 2" NAILS TC 1 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5' W/ 1 Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED I ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR J ix A-(1) SIMPSON LGT3-SDS2.5GIRDER TIEDOWN WITH (4);1" x 5" TITEN HD TO CMU AND (12) SIDS ' 4' x22"TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 2" x 5" TITEN HD TO CMU AND (18) SDS 4' x 1 x2, 2x WOOD FASCI 3" TO GIRDER SEE ARCHITECTURA C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 1 3d (2) 2" x 57ITEN HD TO CMU AND (18) SIDS 4" x 3" GALV. COMMON NAILS. SCREWS TO GIRDER EACH TIEDOWN) MASONRY BOND tx2 SECURED W/ 10d GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) ALLOWABLE UPLIFT =8885 LBS (2 PLY MIN.) TYPICAL ROOF Da2b c GIRDER CONNECTOR(S) SQALE:3/4"=1'-°" 6-0" MAX (W/1X4) OR 10'4" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 Will 1Od TO TRUSS AND (4) 1/4" x 2 1/4'. TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON H TSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1Od TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONTT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM 1 TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CH6R10 BRACING 6-0" O/C- END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 1U-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. �^ BTM. CHORD BRACING (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1 ) "X" BRACE 30 l" TO 60'-0 (3) "X" BRACE (1) 'X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS / STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. �— 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) ,--SECURE 2x PT. PLATE TO BLK W/ 1 /2" DIA. ANCHOR BOLT W/ 2" WASHER SET )N HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX �CONT. 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 1 U-0" O. C. MAX. Reviewed for Code Compliance +'. Universal Engineering Sciences BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. r�ALTERNATE MATERIALS SCALE: 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n grow, p. co m AA #: 0003325 I DETAILS 160 MPH EXP. C STATE OF FLORIDA a rMICHAEL E I�05 SPRINT DATE: 02 26 2 SCALE: 1/4"=1'-0" "- SHEET/� S 3. 111 PRE-ENG GABLE TRUSS - 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-O' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK— W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN EMBED AT 32 OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX rol 0 CONC POURED -- LINTEL COURSE PRE -ENG'D WOOD TRUSS (TYP) @ 24" O.G. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @'IU-O"O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE' 3/4"-V-0" Reviewed for Code Gg COrr.pliance 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 #97 PROJECT# 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 DATE 02/26/21 SCALE: 1/4"=l'- 0" SHEET S3.I R W ppppppppp plppppppp VTCR SPACING (1) AT EACH END p�pjppppp p p p p 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. p (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) ppp �� \� pppppp9pG U-0" TO 30'-0" (1) "X" BRACE "X" I, �� ppppppppp ppp 30'-1" TO 60'-0 (3) BRACE "X" PRE-ENG GABLE TRUSS I I (1) BRACE @CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) \`\ \ �_ PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR _' SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE\ /I EW VIEW CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG- SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" OIC: 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS 12"O/C FOR REVIEW CONT. 2x4 RAT RUN ANDAPPROVAL SECURED W/ (2)12d's @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE: N.T.S. 1 W/ HIP RETURN SCALE 3/4"=T-0" Reviewed for Code Compliance Unwersal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #97 PROJECT: 04321.200 097R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA L FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 022621 / / SCALE: 1/4"=1'-0" SHEET S3.IC GABLE - END d � f "ran k^ €^ 6T ALL AGGREGATE USED IN°CONCRE7E SHALL CONF . G�NERAc. NO ES• ' " � ORM TQ'AS7Y3r'L`�417'CCIA�AI(�UdvTAGGREGATE SIZE SHALL BE 314". N STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIE AND �PRDYjIi7E WOOD: CONSULT ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS; 6%AIRENTRAiED CbNCR'I'EEXPf,),Slp TQyERRThCF1'WEATHER NON -BEARING WOOD WA FOR SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ARCHITECTURAL DRAWINGSL 'ALL'E7:1.0§ED'E'D'L�ES'OF"CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS I ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R2020, 7th EDITION A�.. {I 318-14, BUILDING CODE REQUIREMENTS PROVIDE CONTINUOUS POLYETHYLENE BARRIER MEMBRANE WHERE INDICATED ON CRIPPLERS, SILLS ETC., ELASTICITY = 1,400,000 p FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF c6LD-FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIRCATIONS '- DRAWINGS, SEAMS LAPPED 6 INCHESAND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PF - SHALL BE RATED TO RE7 O 0 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM-WORK CORROBORATE TETRAHI SHALL BE RATE ` April21, 2021 0 0 0 0 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON O EY CEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT D V O O O 0 EDITION,"REDO MMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN - Planning & deI 0 O 0 0 ALLIMENSN CONDITIONS IFITHEFIED. DO NOTSCALETHE DOLOW uilding &Code Regulation DiVi SlOri - O D WRITTETIDIMENSIONS ONYANYD DISCREPANCIES BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FE 2R 2R 1 2E O T THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 2300 Virginia Ave. 2E O� O THE WORK. - ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTLIRAL.DEPENDING PROVIDE SOLID BLOCKIN. - Fort Pierce, Fl. 34982 a" r A" "A" "A" • ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2, (772)462-2172 O T ESTRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 0 O O V IS OMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHAL '. O p O 0 S QUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS' RE: Permit # 00 OO V D44RING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES; D.R. Horton Homes '. 0 OO Te�MPORARY BRACING, GUYS OR TIE -DOWNS ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL - Creekside Lot 97 0 O O THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED UNTH 2" CHAIRS SPACED 3'-0 OC EACH WAY. TO BE DESIGNED AND FA STRESS -GRADE LUMBER Response Letter 019 OO O OO V REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS SEALED BY A PROFESSId 0 �1 O O 0 0 0 0 0 O 0 DC NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR 'REINFORCING STEEL: CONNECTOR PLATES SH, For the abovelisted project, the plans indicate 7/16" roof Sheathing On Sheet SN1.: 0 Iq 97 O � O O TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE' DEFORMED BARS, REBAR SHALL BE ASTM A615. MEETING THE REQUIREMI i This• error On the plans. The Correct callotit shall be.19/32" sheathing; thickness and - 1S an 2R 0 0 2R 0GRADE Q FREE FROM 60 IN MASONRY DEFORMED OIL ETAILS OF HE ACID STANDARDS AND SPECIFICATIONS. ACCORDANCE RUST AND PLACED IN the for wind iS ASC,'I" %-16 Leferenee. O ,.P DESIGN LOADS: W// THE TYPICAL BENDING DIAGRAM AND PLACING C:OireCt YefeleriCe pIOSSUTeS O 0 OO O v SHALL REBAR SHOP DRAWINGS REVIEW ITAL STANDARDS FOR METAL- 2R 2R O LT D D FIELD LAPS RE:O SUBJECT TOON. ENGINEERS AND VERTICONTRACTCAL BARS SHALR LAP 6 x BAR NO. UNSCHEDULER COMMENTARY AND RECC DO 0 O 0 000 ROOF. LIVE LOAD .FLOOR, LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. - 0 0 0 0 0 0 20psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4BAR - 25" #6 BAR - 36" 0 0 0 O 0 O 10 psf BTM CHORD -non -concurrent #5:BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER) 0 O OO 1 PROVIDE 36' x 36" CORNER BARS,. BOND BEAM ONLY, LAPPED AND TIED TO EACH. BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSE' 000 DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGH' a 0 0 0 0 0 Cg �2, 0 0 0 0 0 0 Vk i1i 15 pef TOP CHORD 20 psfTOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING. HURRICANE STRAPS SHA 3 0 0 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUE 'TRUSSES/GIRDERS Reviewed for Code HIP ROOF ^A' � BALCONY LIVE LOAD 60 psf WALL TO C 5 L';pilance ROOF WIND DESIGN PRESSURES STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF &FLOOR LAYOUTS " "`''�'f Engineering Sciences 7-16 (ASCE 7-16.(FBC R2020) EXPOSURE C, RISK CATEGORY II) "` s`'+` INTO INTERSECTING WALLS AND HOOK AT ENDS.: STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASI- ALL NET (GROSS) ASCE LAYOUT, SPANS & TR ZONE 1 = 52.70 PSF 62.70 ( ) ZONE 3 = 60.50 PSF (70.50) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE. REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURA. ` ZONE 2e = 60.50 PSF (70.50) = 69.80 PSF 79.80 ZONE 3e - ( ) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE OF THE ENGINEER. STRUCTURAL ENGINEER L ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF(93.80) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER. ENGINEERED fI ZONE 2r = 69.80 PSF (79-80) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf,.SLEEPING ROOMS:'30psf, STAIRS: MASt)NRY. PLAON SHOWING COMPONVIDE "A"= 4'-0" END ZONE DISTANCE aollpsf LICENSED PROFESSIONAL Should you have any questions, please feel free to contact me. BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS . SiS1r1CGri;1r, RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH. THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR CONSTRUCTION SCHEDUI _--. .11 - ---. APPLICABLE INTERNAL 'I OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY. THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS _ - PRESSURE COEFFICIENT: +/- 0.1 - - COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTUI�- - - - ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL BE TWO -CELL. HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH HASTM OLLOW 9O, GRADE Pm = 2000 PSI. BLOCK SIZESHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUE .AND CLADDING WIND LOA ROOF DIAPHRMM ROOF/ AL L/ FLOOR ,, USE MIN 7/16" STRUCTURAL V DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH .ALL TRUSS TO TRUSS CO. ---FIR FOR ASPHALT SHINGLE ROOF, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED - .SHEATHING EXP 1(24116) or 15132" STRUCTURAL SHEATHING EXP 1 �+L� /� L� /-+ SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. tNALL INSTANCES THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28DAYS, UNLESS �- - ° - - -_1 -- 32/16 FOR,CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" ( ). DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED; UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3l8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL. VIBRATION - -_'- J %M�1ael C. Ander oaL STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND /� �+ �+/'. L� FASTENER SCHEDULE WRITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. EDGE SPACING) SEE DETAIL.'' F'1o1 Axch�'toC�t��R17305 - ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN FOUNDATION/ SITE PREPARATION: "M" "S". -��",��•� NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 psf, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C 270 HORIZONTAL AND VERTICAL MORTAR JOINTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM Sd RING SHANK, 2 3/i8" 0.113 170,000 RING (16-20 RINGS RSRS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS I EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO - -- MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. - - - - SOIL FOR TERMITE PROTECTION. 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL 32937 •Phone: (321) 802-3591 . I www.abdesgngroup.com FILL CMU CELLS SOLID WITH GROUTATALL CELLS TO RECEIVE EXPANSION ANCHORSAND/OR VERTICAL - - THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. � CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE Y ( EXTERIOR SHEATHING I MINIMUM DESIGN. BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS :HAVE BEEN METSHALL :. STRUCTURAL STEEL: USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT B MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTUFAL NTH SHALL COMPLY TH THE 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP ..& RAFTER OR TRUSS SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF. SHEATHING CONCRETE. FOLLOWS:, ' 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM Nz CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES: STRUCTURAL TUBING SHALL BE ASTM Reviewed for Code C REEKS IDE '1 T INSTALLED PER MANUF. SPECS. SEE DETAIL... ( ) 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BF_ ASTM A53/A53M, GRADE B, TYPE_ E OR. S, Fy = 35 ksi: TUBE AND PIPE COLUMNS SHALL BE CONCRETE IN THE SHOP Compliance PHASE 2- -FILLED Universal Engineering 4,Ls 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. '91 Sciences F, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL ry LOT # 9 z F C NTRACTORSHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIOR TO ,y(' OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS ROOF SHEATHING ATTACHEMENT SPACING C) �_ CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ]PROJECTJ�: ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6"O.0 IN FIELD ON EDGE AND O.C. IN FIELD M CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL. BE GALVANIZED STEEL. J-BOLTS ARE TO BE. STEEL. 04321. 200 097R1 .ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. 4" EIIO. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN10 S @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE $,3e, 3r, Bd NAIL @ . WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED PJ MINUTES. IF FOR ANY REASON,. - MODEL BUILDING LENGTH 1� L ERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRE".'E SHALL NOT BE PLACED. IT SHALL THERE A E D 77 BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY `-F J.JD w " ROOF SHEATHING LAYOUT NONCOMPLIANCEWITHTHEABOVE. ' - ;. 171828-CALI" AND,ENDWALL BRACING ,] FOR GABLE END FRAMING REQUIREDCONCRETE COVERAGE OVER REBAR SHALL BEASFOLLOWS . GARAGE SWING: A 3" FOR, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED B; FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', DH RIGHT G TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-1/2' FOR #5 AND SMALLER 1� 1 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2" FOR #6 AND LARGER BLOCKING @ 16" O.C. FIRST 4 BAYS Wl (2)12d NAILS EA. C. FOR CONCRETE NOT EXPOSED TO WEATHER PAGE: END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 314" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-11T FOR BEAM AND COLUMN PRIMARY. REINFORCEMENT, TIES, STIRRUPS 8d RING SHANK GUN NAILS @ 4' O.C. TOP & BOTTOM EDGES @ J a zU) w J Q z j Z I/ \ Y W zM 2 Z U) V z O CD 0 @ TYP EXT. SHEATHING ATTAC C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING (P. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF EATHINU C#8 2" DECK SCREWS @ 6%8" O.C. MAX @ EDGES &-12" O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYiP: 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOO'. BUCK FASTENERS FASTENER APPLICATION SIZE :TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL B" o/c GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY a' ac 1 12' EMBED., 4" END DIST., MASONRY/CONC. NAIL 1 1/2" LONG . I : TO MASONRY/GONG NO WASHER FASTENER 1 1/2" EDGE DIST. SGD, AL. EXT. DOORS CASE HARDENED COIL 9" Ole. UNNDOW/DOOR/ FASTENED GARAGE DOOR BUCK 3/8 DIA. OR i6" O/C (318" DIA) 4" EMBED., 4" END DIST., ix PT, SEE NOTE 6 NAIL 1 112" LONG STAGGERED INTO MASONRYlCONC. TO MASONRY/GONG 12 DIA. EXPANSION BOLT 24" o1C (1/2" DIA) 3" EDGE DIST. w! WASHER WIDOW BUCK CASE HARDENED COIL 91 O/C WINDOWlDOOR/ FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING.. ix PT, SEE NOTE NAIL 19/2"LONG STAGGERED. INTO MASONRY/GONG. MASONRY/GONG �] REQUIREMENTS REQUIREMENTS EXT.:SWING DOOR (2)3/18"DIA TAPCON" 11/2"EMBED, 8"END. NON -BEARING WOOD 10- EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNFR 18"O/C DIST., 1 112" EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24" O/C DIST., Y EDGE DIST 2x PT WINDOW BUCK. 0.138°PAF x2 1/8" 8"O1C 4"END. DIST.,11/2" PT TO STEEL COL., SEE WIWASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS - 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED .. 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR. EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICI ER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS. WIDE OFG WIDER AS THE DOOR OR WI NCOVV FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2xMEMBERS .ARE SECUREDW/ TAPCONS OR PAF TO -THE SUBSTRATE DETAILS 1,60 MPH EXP C STATE.:OF FLORIDA FEB 2 6 2021 MICHAEL C AR NO DATE: 02/26/21 SCALE: 1 /4"=1' - 0" sFiEET