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HomeMy WebLinkAbout7744 Wheat Stone DrW. 004011 k �F 203Us� 1 I V HOMES 3501 RIGA BLVE), TAMPA, FL 33619 Tel= (813) 549-1967 Fax: (817) 302-3134 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HOR`I'ON HOMES TAMPA NORTH DIVISION 3501 RIGA BLVD TAMPA, FL 33619 TEL: (813) 549-1967 FAX: (817) 302_3134 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �F DRAWINGS .FLORMA BUILDING CODE, RESIDENTIAL 8TH EDITION 2023 ) •ALL LOCAL AND STATE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult.]=150 MPH Vasd=116 MPH •EXPOSURE - C .i-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES nnv. neove Lnv. IAVAToaY NC AIR CONDITIONING LUM. LUMINOUS A DJ. ADJU TABLE M.G. MEDICINE CABINET AI.T. ALTERNATE MPR. MANUFACTURER AMP. AMPERAGE MIN, MINIMUM BD. BOARD MT METALTIIRESHOLD CL CENTER L[NE MID, MOUNTED CAB. CABINET MIL. ME AL C LG. CEILING N T.S. NOT TO SCALE cut CLEAR o.c ON CENTER CONC. CONCRETE PL PROPERTYLINE CPT CARPET P.B PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER LE PLATE DB1, DOUBLE PLYWD. PLYWOOD DG DHALGLAZED a PAIR DO, DIAMETER Pf. PRESSURE TREATED DIM. DIMENSION R. RISER nISP. Dlseos.AL RAD_ anDius DP. DEEP RA.O. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR US_ DOWNSPOUT RM ROOM DTL DETAIL R.O. ROUGH OPENING D,w_ DISHWASHER s_c. SOLID CORE rn. EACH S.D. SMOKE DETECTOR ELF ELEVATION S.I I. SINGLEIIUNG E.Q. EQUAL SOT SHERI EXIT. EXHAUST SHTHG. SHEATIIiNG XT EXTERIOR SIm snOWER 0Tx F,XEDGS SIM. SIDNO I MJLAR G- FUEL GAS SI,. SLIDING TIN_ FINISH SI-.GI.. SLI DING GLASS F[ R. FLOOR STD. 'S -AR W UOR FLUORESCENT Sws SHEna WALL PR. DR. FRENCH DOOR SECTION PTG. FOOTING TEMP. TEMPERED GLASS GA_ GAUGE THK. THICK GAR. DISP. GAPEACE DISPOSAL T.O.C. TOP OF CURB G-FL GROUND -FAULT CIRCUIT T.O P. TOP OF PLATE N ERR P R T.Ds TO OF AB ry�(3, i D. GYPSUM BOARD U.N.O. UNLESS NOTED NG. GLA55 TYP. TYPICAL I B HDLSE BIBLOW OTHERWISE H-C. HOLLOW CORE V_P VAPOftPROOF 1-(DR. HEIGHT W- WASHER 'NS COLT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD TNT. INTERIOR wDW. WINDOW W/H WATER HEATER wl. WROUGHT IRON DATE DESCRIPTION 06/03/24 REVISE ROOF PITCH TO 5/12 ARCHITECTURAL SHEET DESCRIPTION 06/03R4 ADD 8'-8' k 8'-O' OPTIONAL STONE PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2G—FRONT & REAR ELEVATION "G" y PG A3G-LEFT & RICH V T�LppyI t DKtN Ir�t w F 1,+1 r q� �k ) PG El —ELECTRICAL P ODES PG PI -PLUMBING P apeA�4„ryDe'pe S F � ! " 6/b{l-.-4 ._R,ji.F�,t I?_;}s i tiI + PG DI —DETAILS NA9 E ;A , LCF 1' ri E"F PG D2-DETAILB AN HE ; PG D3-PRODUCT APP,,hl �' AM C PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS n PG WA4-WALL ASSEMBLY DETAILS _ JAN 1 Q 2025 q y PG WA5-WALL ASS'Li',MB]-,1' i �L-''ali T.j 1 „"� �R + PG WA6—WALL ASSEMBLY t II 9fty ZJEJP iY� VLO§ pi ANIC" S 7 ER C- - 06/03/24 CREATE S'-4' ELEVATION 'M' 4 N' • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93'723 A.B. DESIGN GROUP, LLC- 1441 NORTH RONALD REAGAN BLVD. LOINGWOOD, FLORIDA3275032750 I J lJ Tel: (407) 774-607U U Fax: (407) 774-4078 r SQ.FT. CALL. S LIvIW. 2011 80. FT- 2-CAR GARAGE 431 $Q. FT. ENTRY ELEv. "G' 20 So. FT, COVERED LANAI I06 $0. FT- rorALELEv.'Cs' 2636 sQ.FT. a ,^/ �`jJ r ALL WOIRK SHALL (al ..II\,1PL i "A" T H PREVAIL r [1 1 CODES ;•.+"�*� DES i UORID B • r r �•�^ ' �„r�LL�I,�IC� aa( J�, ( n -P11 �` `�1L ;�LLf'��T'r) ( rt�, a, ^'�j l! I r ` 1 I A'YL.� I A--7E r"O'Y -��� ..�� P p� THE _ ff � I :')"Rye �i � � P.Je{� - 1IV Wit;::.;, e �f p k � E �p ! �� E•�V WIT ' JA CITY OF� ZE H f �"Fl_l.r�a�, t, 7 F` i PLAN EXAMINER .` �{I STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA—DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN AND NOTES PG S3.1A-DETAILS PG S3.1B-DETAILS PG SNI -DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS PG SH1—SHEATHING DETAILS PG SH2—SHEATHING DETAILS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION_ AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ZNSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd esigngro up.co m AA #: 0003325 F W y z 'Y O N N Z € cy O CJ a S, w v co C R a e a C e O F 3 A SuBDrv. & EAT: ABBOTT PARK LOT #33 BILK #1 PHASE #3 ROJECT# 04181.003-33013 m0 DEL E402 "2636- LAKESIDE" GARAGE SWING: LEFT PAGE: COVER SHEET 150 MPH EXP. C GENERAL NOTES SITE WORK i. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2023) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2023 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 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 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. - - 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 WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS ' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR - 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. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION - 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT; 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 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. '. 4. S R SECTION 302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT A PER R - LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE ' PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM u " PVC (SCHEDULE 40), INSULATED WITH 6 " AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %` THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-18b & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SIDING TO BE INSTALLED PER ASTM Cl 186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS i. 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" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w yw z o F ro - � �o a A v e v e v e d SU19DIV. & LOT1.14 - ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL E402 " 2636- LAKESIDE" GARAGE SWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. C ft . 1 11 ti•I w � , i II _ i�/ [FlOLAAR NOCHLA PRINT 11 15 DATE: / /24 SCALE: 1 /4"= l' - O" SHEET �T CONTROL DATE: 10/10/23 (CM) L i I o WG IIR-15H 3052-5H I 1 d• 3m52-SH II- - - - - - - - - - ----- EGRE55 EGRESS Q' W.I.C. 36x6m COVERED LANAI o - BATH#I- 2-b 8vb36G vb3 BEDROOM#1 Av. S AV. �I W.LC. -a' N------- �I ;' V-0' CLG. - co - , ^ � 0 r , c_ I �, - - - ---- I - _-. s e m BEDROOM #3 o II LIVING 0: 9 O', ii F II �° LAIJNDRY NOTE _ CLG. - o WC. ® ii ii9�1,. D TUB/ H v 36 _ BATH#2 n. KITCHEN P s A a m.. IR-ISH _ AI � T ------ LIN. - S I DINING" N q �! w m 4- — BEDROOM#2 - 81-01CLG. = MT O - T 2=8 �. , TT �a 20 MIN A 4t\ L -ACCESS BOLLARD AS REQ. PER =� BLDG. CODE I HB -- ____ OPT, -- -'I CAB. - )C ABOVE ii�LL ©� b24 SINK eb36 i�01 phi KI _ B b36 RANGE b36 PANTRY �I ?8 BEDROOM#4 -- �I _ I - :r'n -T. W �W BATH #3 TUB/ FOYER_ I I 8'-0' II B _ 2-CAR GARAGE- 8'-0' GLG. Q O Cl ----------' ------ BEDROOM#5 - 16'-0'Xi (2) 3052-SH - EGRESS 39 8 EXTERIOR MASONRY WALL BRCS. HEIGHTS 8,0 SQ.FT. CALC. S LIVING 2011 50. FT. 2-GAR GARAGE 431 50. FT. ENTRY ELEV. 'G' 20 SO- FT. COVERED LANAI 10B 50, FT• TOTAL ELEV. "G' 2636 50, FT, ]FLOOR PLAN SCALE: 114' = F-0" CONPOI AND CLADDING WIND LOADS BASIC WIND E)(P0S E FOR 3 SECOND GUSTS OPENINGS SOUARE ZONE 150 AWH WIND (V* i#1, WS AND TYPE FOOTAGE MIN, WINDOW 10 5 29.5/-395 CRITERIA EXTERIOR SWING 20 5 292/-36.a DR. MIN. CRITERIA S.GD. / FRDR 43 5 268/-34.1 MIN. CRITERIA 160-10 0,HD. 112 5 24,9/-30.2 12"xT SOFFIT I 5 29.5/-395 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE: 09/14/23 TOP PLATE �I BAR BPTAIL A SCALE: I/2'=1'-0° �a �HBR. B SCALE: I/2 I'-0-m' NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN- -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/B' (35 MM) IN THICKNES5, SOLID OR HONE "'COMB -CORE STEEL DOORS NOT LESS THAN 1 3/0' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407 774-6078 FAX: 407-774-4078 ww W.abdesigngroup.com AA #: 0003325 F W � w � � K � o � z a o F � v 4 C M C ti 3 0 SUBDIV. al:LOT- ABBOTT PARK LOT #33 BLK #1 PHASE #3 IROJECT{# 04181.003-33013 LSODEL- E402 2636— LAKESIDE" GARAGE SWING: LEFT PAGE: FLOOR PLAN 150 MPH EX . C PRINT 11/15/24 DATE: SCALE:1/4"=1'-0" SHEET AI 1 AREAOFATTIC = M37 SQ. FT. NET FREE VENTILATION AREA REQUI RED = vSoo REQUIRED VENTILATION AREA = 2637/RW = 8.75 SQ, FT. VENTILATION AREA X SQ. INCHES PER FT. (14A) = 1265.765Q IN. .AX 12 .76 S06.304 SOL IN. MIN. REQUIREDVENTIIATION IN .5X 1265.76 UPPER PORTION OFAITC OFF RIDGE VENTILATION AREA = IZSQ, IN. PER VENT VENTAREA40% 506.304 /115 VENTAREA SOY. 632.88 /.5 TOTAL# OF VENTS REQUIRED S 40% 4.4@64 TOTAL# OF VENTS PROVIDED 40% 5 TOTAL# OF VENTS REQUIRED @ 50% = 5.5033 TOTALXOF V95 PROVIDED@50% - 5 AREA OF ATTIC iSTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) SHINGLE ROOF 4' R415ED BAND W/ 2' RAISED BAND ABOVE (TYPJ --_ , —_ _—.___.._ __ 4.L r .... __-, __ ,L�� — - �- - .�_,..- , �_ 4' RA15ED BAND W/ 2' RAISED BAND . �" L _ —' - ABOVE (TYP.) S'-0' s'%-. HGT. —L — -�— - — 8'-TO" Fes--RG. T. Y . AC LIGHT (OTYP� ❑ ® ® ❑ ❑ ❑❑ 18'X63' DECO. SHUTTER �I�II� —. - �i 4' RAISED BAND 7� LJIL 7�1_ 00 . _0_0 FIN; PLP.. .__ _ ---J ._ -__❑ �I - o©'-0' FIN, FLR._ FRONT ELEVATION SCALE: 1/4' = P-O' TEXTURED FINISH OFF RIDGE VENT I ❑ 4' STUCCO ❑ I I BANDING 14B aI m 23 TYP. 0'-0:: FIN. FLR. xG, 0:: =1N. -LR. REAR ELEVATION SCALE: I/4' = I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdesigngroupxom 46 AA #: 0003325 E^ W z O j B � � K W W d 4 F C C C 0 SUBDM & LOT• ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL• E402 "2636—LAKESIDE" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "T %150 MPH EXP. C ROLAND A ABA AR NO 3 PRINT DATE: 11 15 24 SCALE: 1 /4"=1' — O" SHEET A2 ❑ s.. 1�5 OFF -RIDGE �� VENT VENT -- 5 8'-�°t3RG_NGT 4' STUCCO I BANDING 4B A �1 TrP. I w - - — - — - — - — - — - — - — - — - - — - — - — - 12 5T _—_- LEFT ELEVATION SCALE: 1/4" = 1'-0' TEXTURED FINISH OFF -RIDGE OFF -RIDGE VENT VENT ---- C'-O' FIN. PLR. -V 4' STUCCO SANDING F-1 a5 --------------------------_.'----------- � ----------7 � ----- RIGHT ELEVATION SCALE: 1/4' = I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. abdesigngroupxom AA #: 0003325 F w x � O a a Ew. C C @ C 0 C a ti � a svHDIV. & LOT- ABBOTT PARK LOT #33 BLK #1 PHASE ##3 PROJECT# 04181.003-33013 MODEL- E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION "G" 150 MPH EXP. C r1n r � ROLAND A AB ` ACRA AR K 93723 PRINT 11 15 24 DATE: / / SCALE: 1/4"=l'-O" SHEET A3G ELECTRICAL LEeENID 5YI/1'50L DEFINITION NOTES -{--{ 125v OUTLET 20 AMP SINGLE POLE 110V OUTLET I10V OUTLET I I OF CUTLET WIRED TO SWITCH GFI IIOV OUTLET EQUIPAH 7 INMRU D RGRAD RESISTANT TFE)(TAMPER REslsravr rYPE) 220V OUTLET 14) WIRE CONNECTION WP EXT. WATERPROOF GROUND PAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY —R. W4 SWITCH 4-WAY 11-12 WALL MCUN= LIGHT CEILING LIGHT © LED CLG LIGHT ©vP LED VAPOR PROOF LIGHT O VP VAPOR PROOF IGHT (Ql RECESSED CAN ©� RECESSED CAN VENT. FAN I CFT PER SO. PT. PENT PAN W/LIGHT I CP•1 P'ER SO. FT. WITYLFIXTU reP5 mv BY &IILDER)ERI 5UL 0 PANEL OWN METER • 5D. SnoKE DETECTOR ACK-UP BAn BWi HARnwRE ® S1C0 GAI®ONMONOXIDE/ DETECTOR GATT anx-uP w/ E TER -DETECTOR SHALL INTER COT, E TN f-OYIBO T BE A DIET. CF NOT LESS 4' F CHIMES PENDANT LIGHT R/ NATURAL GAS CUTLET ► TELEPHONE JACK WATER HEATER IGNITION 6011RCE WH DISCONNECTMIN TO DE ELEYATED al AFF. AIR CONDITIONING 710V EANU A/C DISCONNECT SE ONE THIS SHEET TELEvISION JACK CEILING BOX PEOURFE TO BE SUPPORTED N ACDORDANCE O J- W/ BOX MARKED AS SUCH FOR INSPECTION (\ CE CEILNGOx IBo CEILING FANLIGHT RTQUfIN BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnnn 24' INCANDESCENT LIGHT STRIP nnnnnn -' INCANDESCENT LIGHT STRIP n nnnnnnn 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT P.B. PUSH-BUTTON FOR CHIMES •-�• U 5 PORT • LOCATION OF TV JACK5 2 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. TES: A5 PER FBCR 2023 STH EDI 1 ; N C 2020 ALL 15 20 AMP BRANCH GlRallT9 TO BE ARC FAULT PROTECTED. • 20 AMP DEDICATED LAUNDRY CIRCUIT. ' DI54lAeHER DISCONNECT TO BE LOCKOUT IN PANEL EAT ROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 GFN INTERMITTENT. LAUNDRY ROOM AND D15HWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PER50NNEL ON FEEDERS. • WIRNG METHOD SHALL BE NON METALLIC CABLE. • THE RECEPTACLE FOR A BUILT-IN DISHWASHER SHALL BE LOCATED N THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWASHER WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEAN5. SURGE PROTECTION- ALL SERVICES 5UPPLYIN,e DUELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (SPD). IE • ONE OR MORE 120-VOLT. 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOMS) RECEPTACLE OUtLET(S) REc1UIRED AND ANY COUNTERTO AND SIMILAR UgRK SURFACE RECEPTACLE CUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. • AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. �I I' GOND; j WP J � /7 CEILING �MTD LIGHT / --- - - J TO BE INSTALLED, PROVIDE J-BOX -- - BEDROOM #1 FOR OPT. FAN I PRE -WIRED � I / GLG FAN BATH#I _I - COVERED 1 LANAI WS.C, --------------- - ❑N /}Ny� iI BEDROOM #3 III' !L 1 LIVING ROOM PRE -WIRED GLG FAN 1 / A N PRE -WIRED D LAIIN. / F CLG FAN OPT. •1I i T L1PW BATH #2 LLHU GFI OUTLET ,GFI FOR DW _�JI S/CO C2J OUTLETS GFI f _ L ��L STACKED _� _ GFI - L L SWITCH IN �I > CABINET - 0� 1, BEDROOM #2 �� _ — swK ; DINING ROOM - - KITCHEN 1 CLG FAN'£ 1 RANG 'l11 PANTRY " i I --WF GFI +il �• -- I HOOD WIRE L. WH 44' AFF. GFl 1 OUTLET FOR ! 44A.FF. FUTURE MICRO. LBOLLAR�D ALL MOUNTEP.B FOR GARAGE / - �_- '_ AS REO. PER LIGHT W/SWITCH � DOOR �1 BLDG. CODE IN ATTIC ' "5D PRE -WIRED CLG FAN y KEYLE55� BEDROOM#4 o COI - n FIXTURE ' / - METER A 1 FIELD VERIFY y d FOYER' I Loc. BATH #3 GI .I GARAGE PREWIRE GFI_ ENTRY I 1 IRRIGATION 2-CAR GARAGE P.B. FoR / BEDROOM#5 GFI OUTLET CHIMES (L - 0 48' AFF.h L7 OS.D. COACH LIGHT ��--��- �� I�,: CLG FAN I I ELECTRICAL PLAN SCALE: 1/4' = P-0' ----------\ 9 2 10' 9 I� I I L 0 L I I o 0 0 0 -----/ LED LIGHTING P DOUBLE LAV. BATH "1 I s I I I oLo I I I I LED LIGHTING C SINGLE LAV. BATH 1-2 LED LIGHTING C SINGLE LAV. BATH u3 PROVIDE 32/0 CU, THUN . A, CU IN 2' CONDUIT OR 3 •4/0 AL, THWN . PO CU IN 2' CONDUIT OR 2/0 AL. 5.ER (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT 5WITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I nL SE A. ELECTRICAL MATERIALS AND INSTALLATICN5 5HALL NEMA 31 ENCLOSURE PANEL COMPLY WITH ELECTRICAL PROVISICNS OF THE FBCR BTH 22p0D AIC MAIN t EDITION (2023). LOCAL CODES, AND ALL LOCAL POWER 10,000 AIC SUB PANELS COMPANY REQUIREMENTS. 1501G/BP B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSPORMER GRADE TELEPHONE SERVICE I CABLE TELEVISION ENTRANCE SERVICE ENTRANCE QUIP EMENT EQUIPMENT I INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY_ 1 •4 CU SERVICE GROUND CONNECTED TO ELECTRICAL 5ERVICE. PROVIDE 3 9 COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER 1/2" DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVI510N5 OF THE FBGR StN 2/O ALUMINUM (AL) IN 2" DIA SCHEDULE 50 PVC EDITION (2023). CONDUIT UNLE55 SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/5" DIA X 5 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 144J. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407 774-4078 www.a bdesigngro up.com AA #: 0003325 w h m � w � O Y 3 g 4 o a o w � aU pW A �H IK Q q B 0 A 9LT33DIV. & LAT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT* 04181.003-33013 MODEL E402 2636-LAKESIDE" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. C HI T' ST F O A 2 6 RO D A. AB ACRA AR NO 93723 PRINT 11/15/24 DATE- SCAL.E: 1 /4"=1' - O" SHEET El 2" v V.T.R. LAV 2 V.T.Rj.I 2 3' WASHER 3 I 3' 1 1/2, 2 1 , c1 1/2, TUB/I SHWR 2 KITCHEN 3' SINK W/ WC AUTO vENT -Av. 3" 2, 3 11/2'� V.T.R2, CO LAV.I 3„ I d 1/2' 2 TO �I I WC MAIN 3" 1 2' TUB/ SHWR PLUMBING RISER PLUMBING PLAN 5CALE: 1/4' = I'-V F w 2 aQ F. O SUHDIV. & LOT• ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003- 33013 MODEL• E402 "2636- LAKESIDE" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. C CHITE ST FF A 2 C R A.AB O CRA AR NO 93 PRINT 11 15 24 DATE: / / ; SCALE: 1 /4"=1' - O" SHEET 2X4 TOP PLATE PER FLR_; . PLAN PRE-FAB tRU55 1/2, CLG. BOARD 1/2" DRYWALL SECURE BT. 2X4 WOOD PLATE TO SLAB STUDS -24' W/ 106 MASONRY O.G. NAIL o 32' O.C. MAX SLAB NU I L: 5 I UUS IN PARTITIONS SUPPORTING MALL HUNG PLUMBING IXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 1&' O.C. OR, NOT LESS THAN 2xC , WHERE SPACED NOT MORE THAN 24' O,G. FIN, FLR. Y (i)TYP. INT. WALL (NON—BRG.)INT. WALL (NON—BRG.) D SCALE: 3/4'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.I.1.1. ROOF SHEATHING THIC-KNE55 AS PER SHEET 5NI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2" THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. 5/5" GYPSUM BI OR 1/2" HIGH STRENGTH CLG. BOARD 5" DIA- SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (1)- *5 l2) COURSE DO NOT CUT THE BOND BEAM REBARS rz�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=I'-0" SEE ENERGY CODE FORMS INSULATION R-vALUEB REFERENCE STRUCTURAL PER ELEVATION INSULATION WINDOWS AND DOORS BE INSTALLED ANDSHALL AND FLASHED IN ACCORDANCE WITH THE FENESTRATION Z--R-4I MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL _ - lx2 P.T. FURRING STRIPS s 24' O.G- _ 8' CMU - �— 1/2' GYP. WL- BD. -- �— WOOD BASE n W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 S05.1.1-I. ROOF SHEATHING THICKNESS AS PER SHEET 5NI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL- DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301,13 AND Iw09.5-I. TYP. WALL SECTION `-I NO OPENING r4�1—STORY HIP BLOCK WALL D1 SCALE: 3/4'=I'-0" NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905,111 OF THE FBCR 2023 STH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM D2217o TYPE II OR A5TM D4869 TYPE III OR TYPE IV UNDERLAYMENT- FASCIA NOTES: I� ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R104.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12' BEYOND THE COMER, THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3" AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST 1" BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (I-1/4' X 0-057' X 0.171 HEAD DIAMETER) FOR A 2' X 4" SUBFASCIA AND THREE FACE NAIL FOR 2" X 6" AND GREATER 5U15F,45VAL. Vl' THICK 2 COAT - POWLNJD CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GAL'. STEEL TRACK BRACKETS L FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL— APPROVAL REa. VERTICAL TRACK BY MAIF. FA57ENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REa CORNER BEAD B' CMU BEE STRUCTURAL FOR REB•PORCEMENT 2x6 P.T. LL ATTACHED TO PILL CELL AS PER PRODUCT APPROVAL REa SEALANT BACKER ROD WEATHER STRIP MWLDM4 ALL AROUND (By DOOR MANUFJ OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS �D1 SCALE: —2X4 SPF 24" O-G. MAX — SECURE W/ C2) 12d NAILS ® EA- END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAIL5— STIFF5ACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD,TRU55 CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES _ PER ELEVATION 5/8' GYPSUM BOARD OR I/V HIGH STRENGTH Cl-G. BOARD R-4.1 INSULATION �WINDOW5 AND DOOR5 SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS EFERENCE STRUCTURAL Ix2 P.T, FURRING STRIPS a 24' O.C. 1/2' GYP. WL. BD. WOOD BASE --GAl1LK MID REAL �6AB LATE �-I �' PvO BLEEVE FOR GAB LI'E — V2' GYP. IIL. ea —WOOD BABE 2B GAS LINE THRU BLOCK D1 BCALE: In•.r-m FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.11I, ROOF SHEATHING THICKNESS AS PER SHEET 5NI, SECURED PER FASTENER SCHEDULE MTL- DRIP EDGE) / 2x FASCIA PER J/ M� ELEVATIONSa. VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI, SECURE PER FASTENER SCHEDULE ON SHEET 5NI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2" THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY- 0'-0' FIN. 0'-0' FIN. FLR. 8" CMU ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1io09.5.1. ti W/ WINDOW OPENING BWALL SECTION NO OPENING NOTE METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION ROOF UNDERLAYMENT IN ACCORDANCE D1 SCALE: 3/4'.1'-m' WITH FBCR 905,LI,1 OF THE FBCR 2023 STH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D48%9 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. 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 5NI, PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W yW � m �o6 F a a F A M B .fin 0 M 0 ti 3 ci SUHDIV- & LOT- ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181, 003-33013 LSO DEL• E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 150 MPH EXP. C AR NO 93723 PRINT 11 15 24 DATE / SCALE: 1/4"=1' — O" SHEET DI TOP: 2X6 P.T. e CENTER OF DOOR HEADER SECURED W/ (I) 1/2' X 8' J-BOLT W/ 4' MIN, EMBEDMENT W/ 2' X 2' X I/8° WASHER t NUT OR W/ (2) I/2' X e' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER t NUT .--- I .___�._._ _,__I I_ _ To ELK W/ I/4" TAPCON5 1 I/2" EMBED., 8' OG„ 4' END DIST., 1 1/2" EDGE DST. SIDES: 2x6 GARAGE DOOR BUCK SECURED W/ (5) 112' X S' J-50LT OR ANCHOR 5OLT5, W/ 4' MIN, EMBEDMENT, W/ 2' X 2' X I/8WASHER a NUT, (I) WITHIN _ 8' OF TOP (I) WITHIN 5' OF THE BTM, (3)EVENLY SPACED. NOTE5: ALL ANCHOR5 SHALL ME IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHE SUCH IN5TRJGTION6 ARE MORE STRINGENT GARAGE DOOR rt--'\BUCK ATTACHMENT D2 SCALE: V2'=I'-0' S' -MU 112" DRYWALL Iz4 P.T. OR 5/4"X4' MIN. SECURE THRU FRAME 1 ❑ I'X4"N EXTEND 1-1/4' INTO PT. AILER BLOCK W/ 3/16' TAPGONS DOOR CASING (MIN. SHANK 51ZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN S' OF EACH END DOOR JAMB OR WINDOW / 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" DwINDOW TO BLOCK +3/4" OR +5/4" 2X4: E SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .I45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8" OF EACH END t 15. O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END S' CMU a IS' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/10' TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END / IS' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM 45 NEEDED TO PLUMB JAMB (Do Not ExcEED/d') DOOR JAMB TO BLOCK +1 1/2" ����OW TO BLOCK +1 1/2" 3/4 PT BUCK I/4" S4IIM \I I/ 2X4:® �✓ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 8" OF EACH END ' t 18' O.G. MAX SPACING. SECURE TO BLOCK W/!2J 3/I6' TAPCONS (MIN. SHANK 512E I45 MIN. HEAD 512E 300 MIN. EMBEDMENT I I/d') WITHIN e' e' CMU j END 1 18' O.G. MAX IR' DRYWALL 1 I SPACING, CELL TO BE POURED 2X8: ® SOLID W/ 1,500 P51 SECURE i0 BLOCK W/(2) 316' TAPCCNS CONCRETE REINFORCED W/ !U "5 VERTICALLY (MIN-6/ HANK SIZE .145 SIZE 300 I'X4' P.T. NAILER 7HEAD MIN. EMBEDMENT I I/4'7 4" MIN. F WITHIN B" � EACH END - INTERIOR EXTERIOR ; 1 IS' O.G. MAX 6PACING. DOOR CASING I NOTE: SHIM A6 NEEDED TO PLUMS OR JAMB OR WINDOW -^< JAMB (DO NOT EXCEED I/4'7 ATTACH TO 2X PER MANUFACTURES DETAILS. 3/4"X9" RECESS "' 3/4" BUCK CONNECTION TO BLK DETAIL 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN, SHANK 51ZE 145 MIN, HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8" CE EACH END 1 18, O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WW2) 3/16' TAPCON5 /MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END e' CMU / IB' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ❑ SECURE TO BLOCK W/(2) 3/Ib' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 T/16' O.S.B_ X 4' MIN. MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') DOOR C45ING WITHIN S' OF EACH END t 18' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +1 15/16" �WI�N__D�OW TO BLOCK +1 15/18" 2X4: to SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t 16' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN, 1-1/4' W/(2) 3/I6' TAPCON5 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 8' OF EACH END 8' GMU a IS' O.G. MAX SPACING. I/2' DRYWALL ❑I'X4' SECLI� TO BLOCK W/(2) 3/I6' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD 51ZE .300 MIN. EMBEDMENT 1 I/4') WITHIN 5' OF EACH END a 18' O.C. MAX --t§EV SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" �WINDDW TO BLOCK +2 1/4° DOOR JAMB PTO BLK DETAIL J 6G4LE: I/4 I'-0' 2X4: SECURE TO BLOCK W/3/16' TAPGON5 (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END a 18" O.C. MAX SPACING, 2X6: Cam SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4"1 WITHIN 8' OF EACH END 8' CMU a IS' O.C. MAX SPACING. ❑ 112' DRYWALL 2X8: SECURE TO BLOCK W/(2) 3/I6' iAPPT. P.T. NAILER lMIN SHANK SIZE .145 DOOR CASING MIN 30 HEAD SIZE .0 MIN. EMBEDMENT 1 I/4') WITHIN S' OF EACH END t S' CC MAk SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANl6ACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" yw�rennw Tn prnrx +�" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END t is, O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 1 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) BAW TAPCONS 3/16' TAPCCN MIN. I-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EAGH END t IS' O.C. MAX SPACING. 2x8: SECURE TO BLOCK W/(2) 3/I6' TAPCONS IMIN. SHANK SIZE ,I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I/4') WITHIN 8' OF EACH END t IS' O.C. MAX SPACING. 8' CMU I/2' DRYWALL I'X4' P.T. NAILER DOOR CASING CM 2ND 2X SECURE TO STRUCTURAL MEMBER W//2 )11d WITHIN 8' � EACH END a 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" gWTNDnw TO RT nrK +'.i" 2X4: SECURE TO BLOCK W/ I/4' TAPCONS (MIN. CM SHANK 912E .145 MIN. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" yw�rennw Tn prnrx +�" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END t is, O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 1 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) BAW TAPCONS 3/16' TAPCCN MIN. I-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EAGH END t IS' O.C. MAX SPACING. 2x8: SECURE TO BLOCK W/(2) 3/I6' TAPCONS IMIN. SHANK SIZE ,I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I/4') WITHIN 8' OF EACH END t IS' O.C. MAX SPACING. 8' CMU I/2' DRYWALL I'X4' P.T. NAILER DOOR CASING CM 2ND 2X SECURE TO STRUCTURAL MEMBER W//2 )11d WITHIN 8' � EACH END a 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" gWTNDnw TO RT nrK +'.i" 2X4: SECURE TO BLOCK W/ I/4' TAPCONS (MIN. CM SHANK 912E .145 MIN. 8' CMU I/2' DRYWALL I'X4' P.T. NAILER DOOR CASING CM 2ND 2X SECURE TO STRUCTURAL MEMBER W//2 )11d WITHIN 8' � EACH END a 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" gWTNDnw TO RT nrK +'.i" 2X4: SECURE TO BLOCK W/ I/4' TAPCONS (MIN. CM SHANK 912E .145 MIN. NOTE: HEAD SIZE .300 WINDOWS AND DOORS 6HALL BE MN. EMBEDMENT I I/4'J INSTALLED AND FLASHED IN WITHIN 8' OF EACH ACCORDANCE WITH THE FENESTRATION END 1 IS' O.C. MAX MANUFACTURERS WRITTEN IN57RUGTIONS. SPACING. 2X6: SECURE TO BLOCK W/(2) I/4' TAPCONS MIN. SHANK 512E .145 MIN, HEAD N11.300 MIN. EMBEDMENT I I/4'7 WITHIN 8' OF EACH END / IB" O.C. MAX SPACING. g^ CMU 2X8: I/2' DRYWALL SECURE TO BLOCK I'X4' GO W/l2> I/4' T;FSiFIZE� P.T. NAILER IMIN. SHANK MIN. HEAD IZ T/16' 098. X 4' MIN. MIN. EMBEMN4°7 WITHIN B' OEAND POOR CASING / 18' O.C. MX SPACING. DOOR JAMB OR WINDOW ATTACH 10 2X PER MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMS lD0 NOT EXCEED I/4') DOOR JAMB TO BLOCK +3 7/18" WINDOW TO BLOCK +3 7/18" CM 2X4: SECURE TO BLOCK W/ I/4' TAPC4N9 lMIN. SHANK 512E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I I/4') WITHIN 8' GF EACH END t IS' O.C. MAX SPACING. NOTE: 5T%JGTURAL 2x MUST BE ON OUTSIDE t SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN. I-I/4' W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK- HEAD SIZE 300 MIN. EMBEDMENT I I/4°) WITHIN 8' OF EACH END 8' CMU 1 I8' O.C. MAX SPACING. I!1' DRYWALL 2X&. ® I'X4' SECURE TO BLOCK PT. NAILER W/(2) I/4' TAPGGtJS I" P.T. X 4" MIN. (MIN. SHANK 512E .145 MIN. HEAD 912E 300 MIN. EMBEDMENT 11/4') DOOR CASING WITHIN 8' OF EACH END 1 18' OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB /D0 NOT EXCEED I/d'J DOOR JAMB TO BLOCK +3 3/4" TO BLOCK +3 3/4" ��I�ND�OW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngro up. com AA #: 0003325 W � w � F � �y O w B v O i� Q i5 0 q yB e B c sysDiv. & LOT- ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT 04181.003-33013 MODEL E402 "2636—LAKESIDE" GARAGE SWING: LEFT PAGE: DETAILS %150 MPH EXP. C CHIT ST OFFS 06i1DA R LAN A OU AGRA NO 7 F,pRir,TT -1 DATE: 11/15/24 SCALE: 1 /4"=1' — 0" SHEET Fl a PRODUCT APPROVAL LISTINGS (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRONG -TIE STRUCT. COMP. W000 CONNECTORS 2023 FBCR 12/31/2024 11473.7 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.1 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31j2024 11473.10 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31J2024 10456.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2025 13872.14 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.4 SIMPSON STRONG -TIE STRUCT, COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.8 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2026 13872.7 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2026 13872.12 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.2 SIMPSON STRONG -TIE STRUCT. COMP, WOOD CONNECTORS 2023 FBCR 12J31/2026 10456.30 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10447.1 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10441.4 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 30860.2 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.4 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2024 10441.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2025 13904.E SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.1E SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 30531.9 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2026 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2023 FBCR 12/31/2026 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3j2/2030 16544.1 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 41886.24 MI WINDOWS &DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 11/3/2025 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2023 FBCR 11/18/2027 41886.1 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 4/12/2027 15332.2 MI WINDOWS &DOORS SLIDING GLASS DOOR NON -REINFORCED 2023 FBCR 12/31/2024 15332.9 MI WINDOWS St DOORS SLIDING GLASS DOOR REINFORCED 2023 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 ALL AMERICAN SHUTTERS St GLASS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678.1 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 5678.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2026 15279.20 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2026 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2026 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2026 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2026 23966.5 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR wJSIDELITE 2023 FBCR 12J31/2026 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12/31/2026 20461.9 THERMA-TRU EXT. DOORS SWINGING single life EXT. DOOR 2023 FBCR 12/31/2026 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2027 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2026 3792.2 LOMANCO, INC. ROOFING ALUMINUM ROOF LOUVER 2023 FBCR 10/4/2025 10477.1 DAMES HARDIE BOARD ARTISAN LAP SIDING 2023 FBCR 12/31/2026 13192.2 DAMES HARDIE BOARD HARDIEPLANK LAP SIDING 2023 FBCR 3/31/2026 13223.2 DAMES HARDIE BOARD HARDIE ARCHITECTURAL PANELS 2023 FBCR 12/31/2026 19901.1 DAMES HARDIE BOARD HARDIE REVEAL PANEL SYSTEM 2023 FBCR 12/31/2026 13265.1 DAMES HARDIE BOARD HARDIESOFFIT PANELS 2023 FBCR 12/31/2026 30310.1 IKO ROOFING ASPHALT SHINGLES 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 7/29/2026 15272.1 ALSIDE '2T' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2026 15272.2 ALSIDE ALLIANCE T4' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2026 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188.1 MID -STATES ASPHALT &CANT STRIP, INC. ROOFING MSA Q111 K-FELT 2023 FBCR 9/10/2026 14634.3 PLY -GEM WINDOWS SLIDING GLASS DOOR - 2023 FBCR 12/31/2025 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1105 2023 FBCR 12/31/2026 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1122 2023 FBCR 12/31/2026 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1100 2023 FBCR 12/31/2025 10737.11 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1123 2023 FBCR 12/31/2035 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08.07.24 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bd esign grou p.com AA #: 0003325INN- F W yw C � � W °> � o w 2 d 9 w _ a � � > o h M M M A o 0 0 [: 3 2 C SLJHDIV. 8e I.oT• ABBOTT PARK LOT #33 BLK #i PHASE #3 PROJECTtjt 04181.003-33013 MODEL E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING %150 MPH EXP. C ROL.AND A ABO CRA AR NO 93723 rPp DA 11/15/24 SCALE: 1/4"=1'-0" SHEET PREFORMED CONTROL JOINT —' J' THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS T / PLASTER _ BE WIRED TIED TO LATH- 5' WRS LAYER -2, FORTIFIBER O.C. MAX (VERT.). NOTE, DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH LEG MAY BE USED TO TEMP, FASTENED el' (VERT.) O.C. MAX SECURE CONTROL JOMT AT SUPPORTS DURING INSTALLATION FASTENERS TO BE SPACED SWT�UCCOYWRAP n 1' O.C. MAX VERTICALLY 7 WOOD SHEATHING §' To !' LATH SHALL NOT BE CONTINUOUS ril*Le 6 MIN. _ THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. C' TO W FROM CONTROL JOINT WHEN NOTE, CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR / STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 T 2. ARE TIES TO BE (NO. 16) 0.0415' WIRE B. BLOCKING SHOWN MAY BE IN ADD ION \ TO WALL STUDS REQUIRED PER PLOW •'i'C:"'°a'^r.,i" 17r`GCB;iVdS9�,4`:!a'".......4 j' I I O"M" TYPE CONTROL JOINT OI. FOLD INLARD s R, A O 1. FOLD INLAIFD + R. A �FaD 2. CEASE a PT. B i FOLD O1. FOLD INWARD o R.A 2. GREASE e. —ASE o Frc. e SRINGLE DRIP E OI. FOLD INUARD • FT. A ]. OF�43E a FT. 3. q ASE A FOLb Pi. O OVER la TILL TOUGHE. BOTTCM FLAN(# L r� EOTTQI FLAN`vE �� TIGHr SEAL FOLD. QQ ITT CLT, THICK, 3 COAT CEMENT PLASTER IFRAME>, VY 2 war CEMENT PLASTER (Q'U> WRB LAYER 2, FORTIFIBER BUILDING PAPER tFRAt£ d.ILY) WRB LAYER M, STUCCO WRAP'F ONLY LAP LAYERS OF EUILDING LL.RAP OVER NAILING ILA N(¢, STOP WRIS 6Eesv2LIv ABOVE SHINGLES (FRAME ONLY1 FRAME CR CMU EXTERIOR �`ROOFNIALL 9CrEED � \ 5. WALL FLABRl- �Qo; FLASHRXa (SEE Af) DETAIL) y/ FASCIA WRAP NT iA'HJ—INSTALL BO LAT TTOM 0= ROOF . WALL RRERSEDTIGL4 NOTE" APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' o VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FCRTIB'R SHEATHING TAPE X \ METAL LATH 14/ WRB LATER P, STUCCO WRAP 6' MIN �n1PER LAP BELOW cNLT I- / 1-1 WRB LAYER 2, FORTIFIBER/ BUILDIN=PAPER 1 2 APER LAP SCALE: 1 1/2':1'-0' VERTICAL LATH & PAPER DETAIL WOOD, NOTE. SHEATI- SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILDIt FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. 0L21-MM) STUCGC WIRE AT INTERVALS NOT MORE THAN 5' (225-MM). AS PER ASTM CI063, ® KIC KO UT NOTE: FOR REPAIR OF TEARS 77 DETAIL M B LAYERS, TEARS MAY BE PATCHED WMOUSE WRAP TAPE PER SPEC. OR 4 STI PEEL a STICK ROOF CEMEN J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 2, FORTIFIBER BUILDING PAPER -WRB LAYER'), STUCCO WRAP WOOD 5HEATHING HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING 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 I TAPE OVER ROOF/WALL SCREED 5'X5" 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHIN(3) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S- 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE J` WRAP MATERIAL) OVER APPROVED HOUSE WRAP. A� FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION �I,.y� - CUT AND OVERLAP ONE SIDE OF—' SELF -ADHERING MEMBRANE FLA5HING 67EP #1 REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 6'xb'5ELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' 5ELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE 51DE OF 5ELF-ADHERING MEMBRANE .5TEP 02 FLASHING WR,B LATER'), STUCCO WRAP WR5 LAYER 2, FORTIFIBER BUILDING PAPER METAL LATH ---------6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' 5ELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'X4'SELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR NFILTRATION BARRIER OVER SHEATHING ELA5TOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) 6EGTION PER SECTION R7033 — Extenw lathlng aigpiasTehng E..'—use of ponland cement plaster shall comply with the ppl.—, requirements of ASTM C 926-18b. Installation ofaxted,r lathing and framing shall comply with ASTM C 1063.19a, i or ASTM 1787. LEGEND DRAINAGE RLANE (ILR5 LAYER #I/ STUCCO UJRAP) UJRS LAVER #2 (PORTIF15ER - - - - - - 5UILDING PAf=ER) METAL LATH X—X—X—X -- WOOD OR 7/1G 11 ZIF UJALL �7��; ; � T� SHEATHINC3 SELF-ADHESIVE FLA6I-41NG NOTE: METAL LATH: LATH TO 5E PER SECTION RIO3-7.1 / ASTM CIO(o3-2OIa5/ MIN- 2-5 LBS. RER SQ. YARD (UTILIT'' OR NOMINAL LATH DOES NOT MEET Sf='ECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxonn AA #: 0003325 yWWZ V � � Z U 4T O_ Q EL EL @ w h :n e' Q Q F c c c O B @ O 0 O 9uBDIV. & LOT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL' E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C UAW A. AB UC CRAAA. AB UC CRAA AR NO 9 3 full : 11 /15 /2411 /15 /24 SCALE: 1 /4"=1' — O" SHEET W A I INSTALL 6" SELF -ADHERING - MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON-MOV415LE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM 2 SIDES 3. TOP -_X I VENT GAP 15 TO BE SET IN BED - y - OF SEALANT AT TOP AND 51DES ONLY. SEALANT 15 TO BE - - - TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL f JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF - BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& ya' CAULKING e JOINT _ I ALL AROUND III I, PER SECTION R703.7 �I is Exterior lathing and plastering BACKER ROD I Exterior use of portland cement plaster shall comply with the application II requirements of ASTM C 926-18b. X ' . - Installation of exterior lathing and framing X shall comply with ASTM C 1063-19a or ASTM 1787. . _ - WRB LAYER X- STUCCO WRAP HOODED VENT i xl J" THICK, 3 COAT CEMENT - X! PLASTER METAL LATH WRB LAYER -2, FORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING r�_WRB LAYER "I,UG0WRAPLAYER_ FORTIFIEER BUILDINGPAPER WOOD CONSTIICTON —METAL LATH 8' CMU VINYL CASING BEAD 6' RAISED BAND t0 }$' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINACxE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFISER — — — — — SUILDINCs PAPER) METAL LATH x—x—x—x STUCCO 1 WOOD OR ZIP WALL 5HEATI41NG - SELF-ADL4E6IvE FLASNINCx -- -_ _--- _- NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM C1063-201,55, MIN, 2.5 LSS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH io" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN I CONT. SEALANT) I SEALANT 11 —_ TOP 4 SIDES DRYER VENT (BLOCK) BUILDING PAPER —) 'QUICK FLASH" PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SF'ECSJ BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO A VENT PENETRATION SCALE: N.T.S. WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP i? WRB LAYER 412, FORTIFIBER BUILDING PAPER 4 THICK, 3 COAT CEMENT PLASTER 3/" TO Ya° MID -WALL WEEP SCREED o' 5ELF-ADHE8IVE FLASHING WOOpFRAMED WALL 7A HORIZONTAL WEEP SCREED ( FRAME TO FRAME) ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO SE FILLED WITH RIGID POLYMERIC I5OC`I'ANOTE-POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES '-',FCH I V FCl.C1YC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER # STUCCO WRAP WOOD SHEATHING— I4OU6EWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 1*3 WOOD SHEATHING WRB LAYER -1, STUCCO WRAP -'' WRB LAYER •2, FORTIR5ER BUILDING PAPER t' METAL LATH WOOD 7/6' TEXTURED CONSTRUCTION FINISH s WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® T' O.C. MAX 5' CMU I Ys° TO MID -WALL WEEP 5CREED C, Iza — �ja "-6' WIDE STRIP SELF -- -- ADHESIVE FLASHING, CLEAN MA60NRY BEFORE APPLYING TEXTURED j� FINISH ® MASONRY tB) HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a° WRB LAYER 01, STUCCO WRAP WRB LAYER ", STUCCO WRAP APPLY 60 MIN SELF -ADHERING: _ GsRADE "D' FELT MEMBRANE FLASHING: OVER SELF -ADHERING: FLASHING OVER AF'ROVED HOUSEWRAP WRB LAYER "2, FORTIFIBER BUILDING; PAPER 5TEF #4 �— ELA5TOMERIC COATING OVER STUCCO/ C.V. FINISH ;•i' (SEE TYPICAL WALL �•, SECTION) METAL LATH W."M STET= #5 5TEf=' (A)ELECTRICALRECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesIgngroup.com I. AA #: 0003325 F w a W � o _ w F � ? � A � m Q � F G m 0 0 m 0 9 M 0 O ci siTHDIV & LOT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT} 04181.003-33013 MODEL E402 "2636- LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C A.-ACRA AR NO 2 PDATE: RINT 11/ 15 24 / sCAIX: 1 /4"= l' - 0" SKE�E�TT /� V V E—'� WOOD SHEATH WOOD CONSTRUCTION 3/4 HAT CHANNEL /9/W TYPE °X' DRYWALL WOOD SHEATHING WRB LAYER "I, STUCCO WRAP THICK, 3 COAT C PLASTER WRB LAYER W, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER 6' 5AF. e TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP 5CREED 4' POSITIVE DRAIN WEEP SCREED WIRE, LAYER "I,� STUCCO WRAP , r AMICO AM66-U,FU)C-180 CUSTOM CA51NG BEAD }---- NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE: 1 I/2'-I'-V —6' SELF-ADHEREING FLASHING WRAPPED o TOP OF WEEP SCREED TO SHEATHING BELOW —WRB LAYER "I, STUCCO WRAP i— LURE, LAYER 02, FORTIFIE BUILDING PAPER i —6' SELF-ADHEREING FLASHING WRAPPED CORNER OF CANTILEVER 4' POSITIVE DRAIN WEEP SCREED i WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER "2 VINYL CASING BEAD THICK, 3 GOAT CEMENT PLASTER METAL LATH 5/6' TYPE 'X' DRYWALL TURED 4 PAINTED I II ': WOOD SHEATHING FINISH I THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER 1 VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED RFq VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE 4CCESSORIE6 ONLY) 11D DRIP EDGE INSTALLATION I WOOD CONBTRUCITON WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "2 VINYL CASING BEAD .�� THICK, 3 COAT CEMENT PLASTER .. 5/8' TYPE 'X' DRYWALL! METAL LATH W/TEXTURED < PAINTED 1 '., FINISH I WOOD SHEATHING THICK, 3 GOAY CEMENT I �� HEADER/BEAM PLASTER III VINYL CORNER BEAD VINYL CORP 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) IIEDRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RE515TI VE - 15ARRIER "1 WEATHER RE515TIvE - BARRIER •2 THICK, 3 COAT CEMENT- PLA5TER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN— / WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL p' THICK, 3 COAT CEMf PLASTER VINYL CORNER BEAD -VINYL CASING BEA 10 CANTILEVER DRIP EDGE T �j �I�E-{�D ECIEJLV D JLJ DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBEIR - — — — - BUILDING PAPER) METAL LATH xxxx STUCCO WOOD OR 7/IC " ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - NOTE: METAL LATH: LATH TO ESE PER SECTION R703.7.1 / ASTh'I C1063-2018B, MIN, 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3' X 3" 26 GA. GAILY. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) _ SET IN FULL BED OF 6' PEEL 4 SEALANT, Y' MIN. STICK L DRIP �n—n7 /`� SPACE FROM DRIP EDGE TO I '\ FACE TO TREX DECK Ya' GAP FOR BACKER 1 )'3'XI 3/a' P.T. OR SIMULATED ROD 6 SEALANT WOOD (TREX) FILLER, CONTINUOUS VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4`-_ `� � I WEATHER RESISTIVE /' I BARRIER "1 STICK) WRAPPED FROM _�•__-' WEATHER RESISTIVE BALCONY DECK TO „•`a""'�"'<M eo i BARRIER "2 CANTILEVER 6' PEEL 4 STICK a, DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3" X 3' 26 GA, GALV. `•, METAL DRIP EDGE .... %„ - _ • i t SET IN FULL BED OF I �'X1 3/q' P.T. OR SIMULATED 1SEALANT, Y' MN. WOOD (TREX) FILLER, SPACE FROM DRIP CONTINUOUS i FACE TO TREX Ys' GAP FOR BACKER i " VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING Iet FINISH LAYER (2 LAYER t LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT 1�-, BALCONY DECK TO HAT CHANNEL CANTILEVER CIN VINYL ASG BEAD �' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8° TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH _ BARRIER *I WEATHER RESISTIVE g' THICK, 3 COAT CEMENT BARRIER "2 PLASTER 4' POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER THICK, 3 GOAT CEMENT PLASTER l V2, -- CORNER BEAD FASTENED TO SHEATHING a 7" � l I� RB LAYER *, STUCCO WRAP WOOD SHEATHING METAL LATH WR5 LAYER *2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD C FRAME 2 1/, CORNER EiEAD (FASTENER & SPACING 0 7" O.G.) I � GMU 1/2" THICK, 2 COAT CEMENT _ PLASTER APPLIED DIRECTLY TO MASONRY ��� CORNER BEAD C BLOCK SHEATHING 2 RESISTIVE 2 "1 2 RESISTIVE 2 "2 - 6" PEEL 4 5T \CK I Vx3' V FLASHING FULLY EMBEDDED N ROOF CEMENT I Y,' X 3- 26 GA. GALV. METAL DRIP EDGE Y4" GAP FOR BACKER SET IN FULL $ED OF ROD 4 SEALANT SEALANT, Y-,' MIN. 9 SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD ° BARRIER "I �A X' WEATHER RESISTIVE WATER PROOFING Ist - '� BARRIER -2 LATER (2 LAYER PEEL - __--" EXTERIOR COLUMN t STICK) Zu.rrc«au,,.. I COLUMN SHEATHING `•\• `-, PEEL 4 STICK, 11(z x3' V FLASHING SUB FLOOR FULLY EMBEDDED IN ROOF CEMENT _ ----- •••• 1 METAL DRIP ED GE S4'XI Y:' P.T. OR SIMULATED. SET IN FULL BED OF WOOD (TREX) FILLER, SEALANT, J , MIN. SPACE FROM CONTINUOUS DRIP /FACE TO TREX Y<, GAP FOR SEALANT, - VINYL CA51NG BEAD OPT. BACKER ROD. I' WATER PROOFING Ist MODIFIED Sm 'I�" LAYER (2 LAYER PEEL 4 3/4 RESILIENT ''` STICK) WRAPPED FROM HAT CHANNEL Ip" BALCONY DECK TO C VINYL ASING BEAD �:'± CANTILEVER .' THICK, 3 COAT CEMENT PLASTER 5/8'7YPE - DRYWALL i METAL LATH W/TEXTURE1) 4 PAINTED 1 WOOD SHEATHING FINISH g' THICK, 3 COAT CEMENT 4" POSITIVE DRAIN PLASTER WEEP SCREED NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION C COLUMN (W/"L" FLASHING) LICOD SHEATHING WRB LAYER *1, — STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH j J' THICK, 3 COAT CEMENT PLASTER %"SELF -ADHERING FLASHING N DRIP CAP WINDOW FLANGE WRB LAYER 01, STUCCQM WRAP WRB LAYER 02 BUILDING PAP METAL LATH - J° THICK, 3 CO PLASTER &"SELF-ADHI FLASHING — DRIP CAP - WINDOW FL A,. 5 CASING BEAD C) WINDOW ( FRAME, NO BAND) WOOD SHEATHING 1 - UJRB LAYER "I, hh STUCCO WRAP fJ WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH -' _1, s" THICK, 3 GOAT CEMENT (EXPLODED VIEW FOR PLA5TER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W Ww.abdesigngroupxom AA#: 0003325 W S w � s a 0 � Q F C C C 0 SUBDIV. & ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT* 04181.003-33013 MODEL E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C I _—._TIiT—.. I. —T.. _.._I I WOOD SHEATHING ---� WRB LAYER #I, STUCCO WRAP UJRB LAYER -2, FORTIFIBER BUILDNG PAPER METAL LATH Lg° THICK, 3 COAT CEMENT PLASTER 6"SELF-ADHERING FLASHING VINYL ANGLED / CASING BEAD WOOD SHEATHING WRB LAYER #1, �1 STUCCO WRAP X i WRB LAYER 02, FORTIFIBER j BUILDING PAPER METAL LATH s" THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) �f` I, WRB LAYER *I, WINDOW FLANGE STUCCO WRAP i �VINYL ANGLED '` CASING BEAD WRB LAYER -2, FORTIFIBER BUILDING PAPER .. METAL LATH gT' THICK, 3 COAT CEMENT PLASTER + ' �1 6"5ELF-ADHERING A FLASHING �� i,i i DRIP CAP WINDOW FLANGE CASING READ C WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER #I, STUCCO WRAP WRB LAYER #2, F-ORTIFIBER BUILDING PAPER 8" THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD 5HE,4THING; IX TRIM MEMBER a STUCCO TO SIDING TRANSITION SIDING-, J' THICK, 3 GOAT CEMENT $ THICK, 3 COAT CEMENT PLASTER PLASTER METAL LATH SEALANT —_ METAL LATH WRB LAYER "2, FORTIFIBER �I BUILDING PAPER r I WOOD SHEATHING WINDOW FRAME .../--------------... ............................... ....-- WRB LAYER 2, FORTIFIBER BUILDING PAPER �---WRE, LAYER -, \ \ /-.—_-_ WRB LAYER •I, STUCCO WRAP 5TUCC0 WRAP E-Z BEAD vINY�CASING-Z BEAD vINY�CASING CASING BEAD (W/3/s' FLEXIBLE PVC BACKER ROD) 6" SELF-ADHEREING FLASHING OR PEEL # STICK SIDING TO STUCCO �� CASING DEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND 1/I6' THICK ZIP WALL- Y,' G4F Tl F /CASING- BEAD Tc TRIM 1 CFLI1141.0 9 \ HARDIE 'PREvAIL' 915/16' / / \ 1-1/2' xA2 / � `i W SELF -ADHERING � FLASHING 1 R131925) � ,/ a 6' 6ELF-ADHERING / 1 FLA6HM6 � 1/16' THICK ZIP / \ \ WALL (FL11141.0 STARTER STRIP \ � - - DO NOT CAULK OR 1 \ j /e 6' 5ELF-A DHERING SEAL OPENING \ I _ FLASH NG °} — GALVD METAL GALV'D METAL - 'Z' FLASHING "V FLASHING -- — pQ NOt CAULK OR Y' x 6' SIMULATED SEAL OPENING WOOD TRIM MEMBER 8NCC0 CASING l I Y' x 6' SIMULATED -�:WE OOD TRIM MEMEtER \ AL GAP W/CAUBEAD OR APPROVED SEALANT L STUCCO CASING BEAD SIDING TO STUCCO G BLOCK TO FRAME TRANSITION 1%a� ,; /� p Ix, Wye L,`-! 1 EIA #I WOOD CONSTRUCT, BEYOND Stucco wFz 4P WOOD SHEATHING- WEATHER RESISTIVE BAFRIEF x� l x wR5 LA-T-EF, #22/ FOfRTIFI5EF, 6RE EAAP5IDI DHERINKs FL e"ING FLASHING >�ET�L L,4TH STARTER STRIP— DON CAULK OR .jl__� _ __j SEAL OPENING /� 2 /` /� THICK, 3 COAT cEMENT (EXPLODED 8 VIEW FOR F�L,4&TEF, GALV'D METAL— 'Z''FLA6wn. V', IiLAR TY� 6' 51MLIFATEE MAF CASING DEAD C RAISED S17 A BAND ( FRAME) SCALE: 1 1/2"=1'-O" (W/?b' FLEXIBLE PVC BACKER ROD) 6' 5ELF-ADHERING FLA6HING Yg' THICK, 3 COAT — CEMENT PLASTER WEATHER RESISTIVE — BARRIER 6' SELF -ADHERING PLASHING WEATHER RE516TIVE BARRIER TO LAP 6' MIN. ABOVE TOP OF Z FLASHING 1 WEATHER RESISTIVE BARRIER GALVD METAL V FLASHING // DANOS CtffK OR i'�// O xf' WEATHER RESISTIVE BARRIER TO LAP L V MIN. ABOVE TOP -� OF -Z' FLASHING. 'r 1 YW X 6' SIMULATED \ / WDOD TRIM MEMBER \ / 'SELF -ADHERING FLASHING \ \\ l SEAL GAP W/CAULKING \ OR APPROVED SEALANT WEATHER RESISTIVE BARRIER E-Z BEAD VINYL CASING (W/%d' FLEXIBLE PVC BACKER ROP) SIDING TO STUCCO Ca? FRAME TO FRAME TRANSITION SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP AYER #l, STUCCO WRAP, 'ED AROUND FRAMING MEMBER _F ADHESIVE FLASHING SHEATHING ELOW EXPLODED CLARITY -- ---' THICK, 3 COAT CEMENT GAS Cs BEAD PLASTER TO h NDOW - -METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 11, STUCCO WRAP I — 6" WIDE PEEL S STICK I OVER FLANGE I E-Z BEAD VINYL CASING (W/3/8" FLEXIBLE PVC BACKER ROD) , APPLY FULL BED OF SEALANT BETWEEN FLANGE 8 BUILDING WRAP 6A1EZ BEAD WINDOW CASINGI LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL? SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM CI+a63-20ISB, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 F w ti z � 0 N w o g ew � S o M a M e M a 4 m 0 k O SVHDIV. ae IOT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 041K 003-33013 UODET_ E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EX P C STFLORID pg Fq Rk ND/A B0A RAOO DATE 11/15/24 SCALE: 1 /4"=1' — O" S14EEE�,Tr �V A4 AVAILABLE SIZES MOUNTING ARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY IJGNED VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOWN IN GALVANIZED NAILS AT EACH CORNER. ROOFING CEMENT SHOULDPLIED TO ALL SHINGLE EDGES NEAR THE PREFARATIOM OUTER EDGE AND AP,OUND THE -TIRE PER METER AS GU OUTM THE GOOSENECK VENT OPENING TIE ROOF REGOMENDEON SEVERE WEATHER COASTAL SWEATHNG.szETHEOPEiv NGN ACCORDANCE WTH THE CONSTRUCT ONEONEs. GVM1 NEE HF EVENT A MECHANICAL VENT FANS USED TS ZE THE VEYT OPEN NG'N ACCORDANCE WITH VENT FHNANUFACTURE'S PIPING CONNECTION M -TRLCTI OPEOT CUT NTO TRUSSES OR RAPTORS WHEN CUTTING THE NING IN THE ROOF FNTING REMOVE INTERFERING SHINGLE NAIL5 AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE AND SIDE FLANGES OF THE VENT UP AND UNDER L SOINGLES. ALLOW THE BOTTOM VENT FLANGES TO LAY ON THE TOP OF THE SHINGLES ROOF HOOD VENT DETAIL SCALE. NITS EMPORARILY OLD -UP L SEC OUT HOUSEWRAPUCK OUSEURAP(O, FLAP OND AT H5' ANGLEt HEAD MODIFIED 'I' CUT IN HOUSEWR4PLINE OF WINDOUOPENINGFOLD 1p HOUSEaIN AT JAMBS �I4PPROVED HOUSEWRAPOVER 541E ATHIN5 OVER WD STUD WALLSLOPE SILL RST INSTALL 6 SELF-ADHE FLASHING I NAILNIG FL. JAMBS EXTEND FL. I' BELOW $1 FLEXIBLE F DO NOT BE FIN ASPHALT SATURATED FELT MINGLE COURSES LAID OVER PPERPIPE RTION OF FLANGE NEOPRENE BOOT - NEOPRENE BOOT ASPHALT PLISTIOCEMENT MOLDED AROJND BASE OF PPEANDOVERFLANGE ALIGN FLASHING W/ INi. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DJPONT Fl- WRAP AS TF FLASHING AT THE PLUMBING VENT DETAILS SCALE:NT6 VEPLY 4' :ONTINJOU'. JF SEA AIR AM" AN[ iF` LT TO )INDOW NA LANYaE IN 'RE-P NCI IDLES OR INSTALL 6' WIDE A A544E - EWE FLASH BACKED FLEXIMG MATERIAL OVER DRIP G4P SELF-AISTALL FOLD IIGU6EWRAP BT-2JOINXL EQUIV) AP BT-20XL or EQUIV) E ORINGVER FLASHING SLASHING OVER DOWN 1 TAPE DIAGONAL OUT L VINYL HEAD ACROSS HEAD OF -LASHING (WITH END DAN$) NAILING RANGE *T. WINDOW \ I EXTEND SELF -ADHERING \ LASHING I' MIN BEYOND JAMB - FLASHING ` ,� T - MINT\ NIS ALL VINYL DRIP STEP 7 STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS 1� (FULL WRAP) SCALE: NTS _ APPLY �';;; MEMBRANE FLASHING �OVER JOINT 1 1 WIDE VALLEY FLASHING SBI[ OR HEAVIER FELT UNDERLAVMENT VALLEY CENTERLINE ASTA ED WITHIN CENTERLINE EXTRA FASTNERS IN END OF SHINGLE EMEND FND CHINGILP VALLEY CENTERL NE 'SPEBE_VOY OOEINO EXTENT t SLIPPEDN T _ T45DEGREES SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE ------ -- NO 11 IT VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING DING ROOF VALLEY DETAIL HOUSEWRAP, SEALANTS / SELF -ADHERING SCALE: NITS FLASHING MATERIALS USED DURING CONSTRICTION. '.2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARJING: SEALANTS MAY REACT ADVERSELY IF NOT I,ICOMPATIBLE ' CLEAN AND SEAL JAMB TO SILL JOINTS WITH IDOW II9'a FOLLOWING COMPLETION OF 'EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME 5HOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE j WINDOW OPENING !NOTE; - SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 051 H2U (d EQUAL) SEALANT a WINDOW/CMU JOINT, FLUID APPLIED FLASHING (LANCQ WHITE -SEAL RC -SE OR EQUAL). SLOPE SILL TO EX :NOTE: L IT IS THE CONTACTORS RESPONSISILTY TO VERIFY THE COI'PPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 1 SELF -ADHERING FLASHING MATERIALS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774<}078 w .abdesigngrouP.com AA #: 0003325 W O V F ew � - v y o S is o a SM o a e c o O sUBDrv. aG LOT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT/ 041B1.003-33013 MODEL: E402 2636— LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C of USED DURING GONSTRJCTION. HIN 2. FLASG AT EXTERIOR WINDOWS AND DOOR A HIT OPENINGS 6EALL SE INSTALLED IN ACCORDANCE ','I S ATE F O ' D WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD 1.1 OF RISC R703.A Lr f 1.1 IN ACCORDANCE WITH FENESTRATION MANUFACTURER'5 INSTALLATION AND FLA5HING INSTRJGTICNS. -"; WARNING: SEALANTS MAY REACT ADVERSELY IF NOT L a COMPATIBLE A. 4CRA AR NO 93723 WALL FLASHING INSTALLATION DETAIL (MASONRY) PRINT DATE: 11/15/24 SCALE: NTS SCALE: 1 /4"=1' - 0" SHEET WAS � - I 2xio SUB -BAND C W/I"x4" NOTCH a - END, WRAPPED IN 1 PEEL STICK METAL FASCIA WRAF DRIP EDGE I\ - -- T/8" TEXTURED I FINISH a WOOD I 1/2" TEXTURED �� zxb sue BAND m ��^ FINISH a CMU �� \t / \\ ��-METAL FASCIA WRAP Ya" FROM ®�N ` STUCCO, I" FROM v- - -- WOOD WALL EXTERIOR WALL (FRAME OR CMU) `\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ FOR CLARITY \ \ROOF DECK(BEYOND) \ DRIP EDGE, I" OFF WALL NOT INTO STUCCO) `\ I \ 17/S" TEXTURED FINISH a `\ / WOOD, 112' TEXTURED \ FINISH e CMU L. I / 2xio SUB -BAND W/I'x4" NOTCH e END, WRAPPED IN PEEL 8 STICK ® VAT OI N METAL FASCIA WRAP I" OFF - WOOD WALL. SUB BAND 2" OFF WOOD WALL -'1/8' TEXTURED FINISH o WOOD, I/2' TENURED FINISH o CMU METAL LATH WOOD BHEATHINCs OR CMU WR5 LAYER 01, STUCCO WR,4f (FRAME ONLY) WRB LAYER -2, F-ORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE .METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - O" SCABBED TO TRUSS W/12d NAILS G "-S" O.C. MAX. 2x SUB -BAND W/V2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL C WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W//2"x4" NOTCH e END, WRAPPED IN PEEL a STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4° ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IY"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 rq h w U Z V � o � u w o � e a u5, m a � s o F C C C e e a z c 9UDDIV. & MT744 ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL• E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. C PRINT 15 11 24 DATE: / / SCALE: 1 /7=1' - 0" SHE �E ��T � VV /� A6 g Z van TOP OF 39'-8" _ _ SLAB 30'-8" 4" CONC. SLAB 16-0 1U-2" 46 T-S' V-4" -_ TE-2 FM-12x18 — — — 1 —. - F-24X24 - 1.1 N - I 1.1 11 a 0" 4" CONC. o: O a ,�_0' Y TOP OF SLAB N SLAB =.I - '.4•' PVC—�:;� '. - 3 1/2" �- CHASE - _ FM-12x18 a I o I I O LL N ui U W 'W311 _ a0 0 N I I II II I A' II II EXTEND li II SLAB , II TE-1 1112"'. d-------rt — — — — — 5 vZ" TOP OF SLAB 16-10" 2'-8" w OEXTEND FM- 1.1 m SLAB 1 1!2" �I12x18 O N-- - 31/2" -12x18 FMC-12xl8 SLAB 4 CONC. o Y-7 1/2" - ow q 1.1 w I o o W 3 m a FM-12x18 — — _ 1.1 � - �IIy - I� 1/2" - - I N J 'FM-12X12 I� 1 1.1 FM 12xl8 2 8' - 10'-4" FOUNDATION PLAN SCALE: 1/4"= V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE--0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES 6 PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7 COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8, SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, OINDICATES #6 BAR,®NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12 SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'�, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 51 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL. 8th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTIII SCHEDULE 30" LEG EACH WAY_ MARK WIDTH LENGTH THICKNESS BOTTOM REINF LONG TOP REINF. TO SHORT FM-12x18 12' ACONTINUOUS 18" - (2)#5's FMC-12x18 1 12" CONTINUOUS 1& (2) #5's #5 IN CURB VARIES FM-12x12 12" CONTINUOUS 12" - (2) #5's FM-12xl8 17' CONTINUOUS 18" (2)#5's - VARIES TE-1 8" SEE PLAN 8" - (1)#5's TE-2 12" SEE PLAN 12" (1)#5's (-)0'-O" (1))#5 REBAR VERTICALLY W/CONC. w E 8" CMU ! r #4 REBAR @24" O.C. @ CENTER OF - SLAB 4" CONC., REINF W/ 6 k6' #10 W W M ON ( - 6-MIL POLY ETHYLENE w VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE - (2) CONT. #4 REBAR I r (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR 95 12MIN_ DEPTH INTO COMPACTED SOIL VIRGIN OR ENGINEERED SOIL n - SLAB HEIGHT LESS THAN 3'-6" J PER PLAN EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL 1 SCALE: 3/4"=1' 0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abd esigngro upxom AA #: 0003325 F W O QQ y � O e U a m a W C C C 0 x � O svBDIV. & T ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181, 003-33013 MODEL E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. C ITS ST HF RI f RO A. IRA AR NO 93i13 PRINT DATE: 11/15/24 SCALE: 1 /4"=1' - 0" SHEET s i 30' WAV MIN. EACH MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED g = CELL SEE PLAN FOR SIZE ANDFT SPACING REQUIREMENTS r SPACING REQUIREMENTS - � — - GARAGE DOOR RECESS 8" CMU WALL ��- � s• , - 8 CMU WALL I � m m -- CORNER BARS SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30LEG EACH Ij " o < - - `� TOP OF SLAB mg +-0-0' - TOP OF SLAB r1I WAY AT ALL CHANGES IN DIRECTIONS , of SO THAT THE STEEL REWF. IS CONTINUOUS � / � ( _ -.. - BARS \ \ � MATCH AMOUNT OF CONTINUOUS o CURB FOR \-SEE SLAB SCHEDULEd a(J a Ia MASONRY BAR SIZE 48 BAR DIA. EXT. PORCH SLAB -4 CHAMFER (1-STORY)- W/ 1/2' ISOLATION - 6" CHAMFER -STORY18' (2 ) c SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLABS �--4" CHAMFER (1-STORY) < I _ /— CONTINUOUS STEEL MONOLITHIC _ % FOOTING REINFORCEMENT SEE SCHEDULE 'o _ UNITS SET t• AT ELEV: " JOINT (WHERE - •'' #4 44 ' W/ 1/2' ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE I • - • APPLICABLE -' BEEBCHEDULE #rj 30 / FOR wxo, BAR size AND BAR QUANTITY #6 36" SEE SCHEDULE APPLICABLE) -- FOR w.D, BaR srze AND BAR QUANTITY WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST ---- _._.._ .__ . #7 42" ----L-K NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE ��@ GARAGE scALE: 3l4"=''_°•' CORNER BARS DETAIL DOOR OPENING 9 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" I 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE LAP TOP PLATE A MIN. OF 48" — LAP TOP PLATE A MIN. OF 48"-------- 4 AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN AND NAIL W/ 16d COMMON ��— VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/PLAN LAP TOP PLATE A MIN. OF 48" ------ _ --- AND NAIL W/ 1 COMMON VERIFY HEIGHT BTM. /-- SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" / TAPCONS 2x4 OR 2x6 WOOD BEARING --,, �-- PROVIDE BLOCKING WALL W/ SYP j No 2 STUDS SEE PLANS FOR _ 2.4 OR 2x6 WOOD BEARING � -- PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE \ NAILS, 2-ROWS, 4" O/C , LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x4 2x6 WOOD BEARING - _ PROVIDE BLOCKING V i r SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 1 PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE L TO BE PT. PROVIDE DBL TOP 1/ASH WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE � SECURE BT. PLATE TO PLANS FOR SPACING- SINGLE % BTM. PLATE TO BE PT. SECURE BT. PLATE TO PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC � SLAB W/10d MASONRY NAIL 12' O/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 61MPSON SPN4 OR SPH6 MAX. ADDITIONAL METAL 12" O/C STAGGEREDBTM BOLLARD AND_ ANCHOR Wl PLATE \ ANCHORS W/ tOtl x 1 1/2" � \ / CONNECTORS NOT CONNECTORS NOT \ 5 SCALE_ 3/4"=1'-0" COMMON NAILS FILL ALL '�� HOLES, DO NOT USE 10d T m x 3" �� i-SEE SLAB SCHEDULE / REQUIRED WHEN NO UPLIFT IS PRESENT. H -SEE SLAB SCHEDULE REQUIRED WHEN NO UPLIFT IS PRESENT_ w NEW REINF_ BAR -- J W/2-PART I OP.F SLAB OT 'F SEE SLAB SCHEDULE ' EPDXY. MIN. EMBED O SLAB 8", UNOSECURED a TOP OF SLAB o FOLLOW ALL MANE_ SPECIFICATIONS FOR�- USE AND � • f PREPARATION OF a $• _ J a a 4- HOLE \ • a •, EQ. EQ SEE SCHEDULE E FOR D. BAR SIZE Wx AND BAR QUANTITY _ `� - SEE SCHEDULE FOR BAR SIZE BAR ' � AND BAR QUANTITY �-9EEBCHEDULE BAR FOR WxD, BAR SZE — AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL FOUNDATION WOOD WALL -4" CHAMFER (1-STORY) (�)INTERIOR SCALE. 3l4'=T-0' (W� UPLIFT) SCALE. 3l4"=1'-0" (NO UPLIFT) 6" CHAMFER (2-STORY) SCALE: 3/4"=l'-0" (NO UPLIFT) ADDING BAR TO FOUNDATION MONOLITHIC 6 SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ = I - - STEEL REINFORCING IN GROUTED _ f - z CELL SEE PLAN FOR SIZE AND E SPACING REQUIREMENTS _ _ -- POUR SOLID FIRST FOUR (4) COURSES _ _ 5 % W/3,000 PSI GROUT TO NEAREST REINFORCED CELL PAST LOCATION OF CMU IN N FOR OV EA OVERHANG ERHANGS OF 3/DIRO 1T1/2" MAX. 8"CMU WALL obi '_--____ 8' CMU WALL o .O, _-_ 8 CMU WALL 0, ° ' - Y- /' c M a y TOP OF SLAB a TOP OF SLAB TOP OF` SLAB - - TOP OF SLAB t. -SEE SLAB SCHEDULE _ -�' ,a - "ISOLATED" COLUMN PAD m� " CENTERED UNDER WALL AND -- - POURED MONOLITHICALLY WITH ;' - •�-SEE SLAB SCHEDULE / EXT. PORCH SLAB -� ---4" BAR SIZE 48 BAR DIA aCHAMFER 1STORY W/ 1/2 ISOLATION �� 6" CHAMFER (2-STORY) #S 18 - JOINT (WHERE / ♦ -- =\ #4 24" �� �c T� APPLICABLE) -MATCH STEEL ,,� - ° °�� Max off ... CONTACT A O R /E.O.R. FOR OVERHANGS GREATER THAN 1 1/2 FOR REPAIR OVERHANG LESS THAN 3/4 REQUIRE NO - FOUNDATION AND SLAB - i #5 30" REINFORCEMENT 36„ 6" PVC CHASE—� ._ REPAIR "• ;" PER SCHEDULE e" PVC CHASE THRU FOOTING THRU FOOTING - #7 42" �6 d SEE SCHEDULE FOR WND, BAR SIZE \\ \ \ AND BAR QUANTITY ' �� MATCH STEEL \' REINFORCEMENT ��—_---- FOR MD BARSZE PER SCHEDULE CMU OVERHANG REPAIR DETAIL COMBINED EXTERIOR MONO- AND BAR QUANTITY PVC CHASE 1 % FOOTING AND COL. PAD THRU FOOTING ` $GALE: 3i4'=1'-°•' O � � SCALE: 3/4"=1'-0" SCALE: 3J4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH. 407-774-6078 FAX: 407-774-4078 w .abdestgngroupxom AA #a 0003325 W y � � c> �y m O a F v a Fw q C 0 M 0 C 9 F 3 Ij sysDIV. & LOT' ABBOTT PARK LOT #33 BLK #1 PHASE #3 ) PROJECT# 04181.003-33013 MODEL• E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C PRINT 11/15/24 DATE: sCALE: 1 /4"=1' — O" SHEET S1.IA LL 11 -2" 9 26'.4" 1- 7" L Ell X 47- a III III 71ry al __2 117 77 E I 4�- II co I F-D " 101-81, DOWEL PLAN SCALE: 1/4" = 1'-0" o O F—S U33DIV. & ABBOTT PARK LOT #33 BLK #1 PHASE #3 FROJECT# 04181.003-33013 MODET• — E402 2636-LAKESIDE" GARAGE SWING: LEFT PAGE. DOWEL PLAN 150 MPH EXP. Cj PRINT DATE: 11/15/24 SCALE: 1/4"=1'—O" BIEET S1.2 -- TIE VERTICAL REBAR - TO HORIZATIONAL REBAR W/ 101 HOOK - GROUTED BOND BEAM - -� t -- TIE VERTICAL REBAR -�- \ VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10" HOOK s - GROUTED BOND BEAM _ VARIES PER ELEV. Tv ° N i J o I e I, ° 0 I o la, HOOK o- -CLEAN OUT REQUIRED FOR INSPECTION 0'-D" FIN FLR. TIE'VERTICAL REBAR TO HORIZONTAL REBAR W/ 10"HOOK 6 � Q o� / BAR SIZE 48 BAR NIA. � n n � 0 #3 18" 24 #3 36' CMU UNIT ARE NOMINALDIMENSIONS SIZES • OFFSET METHOD CONTINUOUS BAR#3SIZE 43BA8 D'A #7 42' METHOD #4 24" � MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAL/VERTICAL #5 30 REINFORCING %� REINFORCING L SCALE: 3/4"=1 SCALE 3/4"=1'-0" - 8"xg' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W!#5 DOWEL IN FOUNDATION. 4 DOUBLE FILLED CELL SCALE'. 3/4"=T-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 F W � O - old w z s o m C C O SUBDIV. & L,OT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL E402 "2636— LAKESIDE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C -- 9:?_•Ukyil12Eel kglto] l� 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 1 112" 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 FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED - 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, A77" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (p.I) W'xH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES f - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - ' ♦ -- I 1 � � ♦ 8F16-1T/OM/OB 8F76-1T/OM/OB ', 8F16-1T/0M/0B I � 1 ♦♦ 1 ♦♦ j m 1 I ♦ I � � 0 1 ♦ GT I ♦ ♦ 1 1 ♦♦ � 1 1 i 1 1 ♦♦ I 1 1 ♦♦ I 1 ♦ I BF16-1T/OM/OB 1 i5 6131 @ TOP OF WALL EL. 8'-0" WHERE ROOF TRUSSES BEAR, UNO. I I m I 0 1 I I ♦ ' ♦♦ 1 1 1 I j ♦ ♦♦ 1 1 1 / 8F16-1T/0M/0B I 1 1 I 5,-4„ I I 1 1 GT '���� I i 1 1 I I ' 1 - 1 8F20-1T/OM/lB 8F16- j 1 1 _ 1 I B.O.L. @ T-0"ABV. 1T/OM/OB I♦ 1 ''. 1 j FINISHED GARAGE SLAB _ _ E 4� j I ♦ 1 GT ♦♦ li 1 1 = I I ♦ 1 ♦♦ 1 _ 8F16-1T/OM/OB ♦♦ ; 1 'I ♦1 1 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroupxom AA #: 0003325 E: W z w N B � - F a q � � v a w ti N > � a F M m m ci SUHDIV. & LOT- ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. C WWI R&AN6-A. A41qCPA BAR N0 930 9 PRINT DATE: 11/15/24 SCALE: 1/4"=V-0" SHEET S2 I I - _ I I : TT _. —..I T -�— NOTES TO THE INSPECTOR/CONTRACTOR - TYP. B'XB" 611 - 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING - PLACE STEEL HEIGHT - REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 50 THAT THEN THE LAST - __1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' -- E / T OTT � 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL HE BOTTOM o D B N EAM BOND B 45 CORNER BAR W/ 30" LAP FOR EACH ` COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / x REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM - / TOP OF THE LINTEL VERTICAL VERTICAL REBAR Wf 10' HOOK - / Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. - P85EF�� 3x16 DBL. BOND--------�� / TOP OF BEAM W/(1)#5 BAR \- BOND BEAM EACH COURSE - f '1 ----�� TOP OF ex8 BOND BEAM _ _ �'I 0- F=FILLED W/GROUT W/(1)#5 BAR BOND BEAMS o \ - ao•TVPICAL 0 ��' U = UNFILLED GROUT SOLID FROM TOP NOMINAL - I LINTEL TO TOP OF BOND J / # OF#5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM / BEAM COURSE i��� SEE NOTE 5 T �Eo $ (1 6- 1 T/ 1 NI B &B PRE CAST CONCRETE — LINTEL W/BAR LOCATED PER \ poS�FEF` NOMINAL \ BEAM SCHEDULE MASONRY •e e HEIGHT #OF #5'S, TOP — BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/iM/08 INDICATES A DOUBLE BOND BEAM #OF #5'S,BOTTOM L I SCALE 34"=1'-0" REINFORCING OF BOND BEAM 1 AND XFXX-1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL THIS INTENT '= SCALE 3/4"=1'-0" IT IS ENGINEER'S "--- TOP AND XUXX-IT1IM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED _ - LINTEL OF OPENING OPEN FACE SHELL SO - AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION —#5 BAR BENT I\ I/AS SHOWN V vj #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE'. 3/4"=T-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. WINDOW -� Jill , - 3 PRE -CAST ;��- 14,T� WINDOW Z - SILL —SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE; 1 1/2'=1'-0" SINGLE #5 CORNER BAR, 3Ox30 TURNED UP / OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 2 R DOUBLE REINF. BAR(S), T PIER GROUTS BENEATH ��� SINGLE LINTEL, MULTIPLE OPENINGS I PROVIDE #5 BAR STEEL REINF_ OF —L ��\ AT EACH SIDE BOND. BEAM �� OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM PRECAST HEADER (MIN)-�` 2x4 (MIN 2 X 3) 1-3/16 \_ TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND \ \ r 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MN 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 1-114" EMBEDMENT 2x8 (M IN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING -- 1/4") 8" FROM EACH END AND i SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4"�I MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/16" GEE SHEATHING 1 CMU WALL ARCHWAY FRAMING DETAIL NOTE'. ... ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN _ ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 -ai' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE'. d. = END DISTANCE s, = SPACING BETWEEN ADJACENT FASTENERS IN A ROW r= SPACING BETWEEN ROWS OF FASTENERS a = EDGE DISTANCE 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. WOODSECTION FASTENER SPACING da =2" M I N, 2 }" MAX s,=2a' MIN, 9"MAX (2) 2r4 s, =1 z" MIN, 2 f MAX ez=j"MIN, 2"MAX da =2" MIN, 2 a'-" MAX s,=2:'MIN, 9"MIX (2) 2A &=1-'a'MIN,2z'MAX MIN, 2 f" MAX de =2" MIN, 2 a" MAX s� = 2 j" MI IN 9" MAX (2) a=1"'MIN, 21'MAX' =j"MIN, 2f'MAX 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —ladiesigngroup.com AA #: 0003325 F K - o � w 3 � � w o F �- � v U A �i � pp Q O B 0 0 z � C 9UBDIV. & LOT• ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 041B1.003-33013 MODEL• E402 "2636—LAKESIDE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C oo H T ST OF i 2 r LAND OACRA NO 723 PRINT 11 15 24 71 DATE: / / SCALE: 1 /4"=1' - O" SHEET S2. 1 A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFEEILOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB 16-1T/OB /20-1T/0B 24-iT/OB /28-iT/OB 132-1T/OB NpE LENGTH 8/8 PLAIN 8/8 SOLID NpE LENGTH 8 8 iT 8/i6-1T 8 20-1T 8/24-1T 8 28 1T 8/32-1T 8/8-18 /16-1T/1 /20-1T/18 /24-1T/1B /28-1T/18 /32-1T/1B 8/8-2T a/16-2T 8120-2T 8/24-2T M8-2T 8/32-2T T-6" PRECAST 1436 952 3114 4217 5321 6426 7531 T-6" PRECAST 689 1024 T-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 3g$ 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3-- 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 625s 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 654a 5776 929 2080 2593 3107 3620 4133 6-6- PRECAST 692 1139 32.27 3031 3707 4383 5061 6'-6" PRECAST 410 721 6-6- PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 e825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9 PRECAST 192 384 9' 4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 ns7 lsoa 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 1T-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'4" PRECAST 132 417 11'�" PRECAST 430 406 630 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2635 13' 4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14 8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21' 4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 B33 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w abdesigngroup.com AA #: 0003325 W w o � w F q M B M 0 C 0 d suBDrv. 8c LOT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL E402 2636— LAKESIDE" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 150 MPH EXP. C ARCHITECT ST OF FIz0RIDA [XAB'3A PRINT DATE: 11 15 24 SCALE: 114"=1' — O" SHEET //�\\ S 2 > 2 L � N U U V U U U FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE o CJ3 EJ7II I r I I CJ3 CJi _J. CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. _ CONCRETE TO WOOD FLOOR: I 1 C SIMPSON lTA2 W/ (8) tOtl x 1 1/2" HDG NAILS, WOOD TO WOOD: CJ5 = _ = ii u u u u u n n u u II n I 3 = = CJ5 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 1A All', 3.1 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH r-1 MANUFACTURER'S SPECIFICATIONS. r 1A 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A _ — — r11 — _ A6A - _ 3.1 - ARE TO GALVANIZED. 0 31 A5 5. LINTELSLS O AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, O I �Q � � �_ • -I - CONNECTERS ARE TO BE GALVANIZED. o -_—__ _ _i� 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. A4 C) N 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND O�--_—_--_—_---_-_--_--_---_ CLEAR SPAN OPENINGS. ¢ ? # # 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 0 a - A3 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE m,, f -II T i SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE 'p X I A2 FRAM ING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 0 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND u APPROVAL.�=____—___—_—_______—__—__ 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES �- — i T— T �- T SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON -� -T---T r - —T- —� �- 6 RATIONAL ANALYSIS. 3.1 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0 FINISH FLOOR. UNLESS NOTED OTHERWISE. ¢ PRE-FABRICATEDR F 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSSES@24"O.C. 0 m _o - - TRUSS MANUFACTURER lENGINEER NOTES: 0 aU n --- --- -- - - -- — 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LI3S SHALL BE co O FABRICATED W/A 2x6 BTM. CHORD (MIN) Q V 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS ZO WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT 0 m ppppppII SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. ¢p--==-_-}-____-_ 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO It TRUSS CONNECTIONS. 0 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. U MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. - -j A2 ATT EISS =13 0 09 4 Z ¢�¢ A5= O m L—_L_====�46=-1 omr--- - -- --- 1q 14 1A Al.3.1 --- o CJ3 �,� n u u u u u u u ij n .1 a ==� B1A Ell CJ1 IL II II II II EJ5 II II II II - _ - - T_-_' I B2G , iJ CJ3 II IIUEJ5 ° = CJ3 0 CJ1 i� ! a CJ1 U U U U FRAMING PLAN SCALE: 1/4"= V-0" 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 OR HETA-16 USED TO BRACE TOP OF WALL. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d es i gn gro u p. co m AA #: 0003325 E y O w w z a o Ld a +a O ie nn d i$ ti SLTBDrv. Ba I.oT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 M0DEL- E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: FRAMING PLAN AND NOTES 150 MPH EXP. C PRINT DATE: 11 15 24 SCALE: 1 /4"=1' — O" SHEET S 3 ENGINEERED WOOD TRUSSES-- - - PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH ---- PLYWOOD SHEATHING, SEE (S1 10d x 1 z" NAILS TO TRUSS � (1) SIMPSON HETA16 �� \ # 1100 UPLIFT - _- B42J SIMPSON HETA16 TRUSS ANCHOR WITH � ROOFNVAWFLOOR TRUSS ANCHOR WITH \ NOTE APT SYP #2 2" x 4", HTSM20 W/10 tOd TO 1Od TO SHEATHING 16d x 1 NAILS TRUSS x 1 NAILS TO 6", 8" x MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4" DBL STRAP, 1 EACH SIDE, VERTICAL FASTENER SCHEDULE" DB , SIDE, GIRDER. PROVIDE 5" GI DE W/ 10tl NAILS, 2 ROWS, 3" NAJ TITEN 2 ANCHORS TO APPLICATION OR WRAPS OVER MINIMUM CONCRETE O/C TO FACILITATE ONE COLT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE. A PT SYP #2 2' x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO / ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (i6) 10d x 3 a" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT 7' TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) W/ 10d NAILS, 2 ROWS, 3" CONNECTOR c�`-' OPPOSITE FACES OF / WITH (12) 16d x 3 j" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W110 10d /4 ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS - \ --A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1!4" x 2 7/4" TRUSS AND(4) 1LI" 2 TITEN 2 ANCHORS TO � CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA -\ � ANCHOR REQUIREMENTS. - WITH 4 a" _ O x 5" TITEN HD TO CMU AND (12) BIDS 1 SEE ARCHITECTURAL - _ _ �' x 2 � TO GIRDER 2x SECURED W/ (3) 16d A - \ / _ _ - - B{1) SIMPSON FGTR GIRDER TIEDOWN WITH / GALE. COMMON NAILS. \ LENGINEERED WOOD 2 1 x 5"TITEN HD TO CMU AND 18 SDS x ( ) ( ) 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1x2, 2x WOOD FASCIA -L SEE ARCHITECTURAL / .� 3" TO GIRDER 12" O/C - FOR REVIEW 2x SECURED W/ (3) 16d �� C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH -- AND APPROVAL GALV. COMMON NAILS. �� (2)" X 5'7ITEN HD TO CMU AND (18) BIDS q" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM -- ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM ----� 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:4395 LBS, L1430 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b 1c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE 3"""°' 2a 2b 2c SCALE GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. - 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO \ X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE _ 30--1" TO 50--0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) -X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO ENO. WASHER SET IN HIGH a'-o^ Mar Iwrixa> oa iaa^mar lwrzxal 2x WOOD FASCIA STRENGTH EPDXY 6' / =r ' SEE ARCHITECTURAL i MIN. EMBED. AT 32" OC tx4 DIAGONAL MAX. PRE-ENG GABLE TRUSS--�/ / SECURE GABLE TO 2x8 BTM. CHORD BRACING, SEE P.T. PLATE W/ 12d's 8" STIFFBACK (AB PER / O.C. MAX PLAN FOR LOCATION TRUSS LNG)----CONT. 4 SECURED W/ MAY NOT BE (2) 10d'2xs @ EACH TRUSS n F4f REQUIRED Dj ITO BE INSTALLED @ "—BTM- CHORD OF - WOOD ROOF TRUSSES-- / SEE SCHEDULE FOR'= — -'-- BOND BEAM RED. 1x4 BTM. CHORD BRACING 6-0" O/C - �— END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF COM MON NAILS AT EAC CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYF. BTM. CHORD BRACING �_PRE-EN9D TRUSS scALE: 3/a"=r-0,. V SCALE: 3/4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE -NOTCH DEPTH1/4*D USED SO LONG AS THEY CONFORM TO THE -HOLE EDGE>5/8" —HOLE DIAMETER FOLLOWING 2/5'D SOL. STUD OUTER rHOLE 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN OA)AN MAY BE USED SO LONG AS THE NEW STRAP HAS ALTERNATE STRAER EQQUILENT UPLIFT AND LATERAL (FlUL AND F2) LOAD CAPACITIES EDGE >5/8" 4BT/� CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ES AREESU BJECT 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, FtAND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARESUBJECT TO F1 AND F2 FORCESM-HOLE DIAMETER PLATE < 3/5'D DBL STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS $ SCALE. 1 1/2'=1'-0' SCALE 3/4"=T-6" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,abd esigngro up.co m AA #: 0003325 W x � m cy O U_ z o s e �o V N � Q A m m 4 e m rLL J 5UB1I7. & MT ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL E402 2636— LAKESIDE" GARAGE SWING: LEFT PAGE: DETAILS %150 MPH EXP. C PRE-ENG GABLE TRUSS------- 2x4 BLOCKING BETWEEN TRUSSES -- _ STRAP TRUSS TO PL. �. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT --PRE-ENG'D WOOD 8 SEE SCHEID BELOW ROOF TRUSS -- SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) �= /' (TYP) @2A" O.C. '\ - MRAUXSS a V � 2X4 DIAGONAL BTM. CHORD --- PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY \ '— PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO ELK -- W/ TRUSS PLAN TRUSS TO TOP PLATE — 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x414x6 SYP NO, 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d — SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN, GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. I B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d — DOUBLE TOP PLATE �\ SCHEDULE BELOW FOR PLATE W/ 12d's 8" O.C. MAX / GALV. NAILS EA. STRAP-- 2X4 OR 2x6 WOOD BEARING CONNECTION \ WALL W/ SYP No 2 STUDS SEE FL#17239 \\ \ PLANS FOR SPACING. SINGLE CONC. POURED --- BTPLATE TO BE PT. LINTEL COURSE \ PROM. VIDE DEL. TOP PLATE '— PROVIDE BLOCKING - - SIMPSON SPH4 OR SPH6 BTM �— 1/2 GYP. WL BD. '--- AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS --- SECURE ST. PLATE TO SLAB W/ - _ - -- - CONT. 2x4 SECURED FILL ALL HOLES, DO NOT USE 1/2'x9' WED GE ANCHOR W/ 2' W/ (2) 10d's @ EACH 10d x 3' \ T IN HIGH STRENGTHT S2 / O I O N S POST CONNEC10 TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EP M NR 16" �TRSS/WOOD 10b 10 \ MAX, _ BDALE:3/4'-,'-0" GABLE END BRACING WI PRE-ENG - GABLE TRUSS @ CMU WALL f `-. - O - TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U: 990 LBS W/ (14) 10d GALV. NAILS. �� • ON B - SMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON U c 4565 LBS VGT TO TRUSS W/ (16) /4"x3"SDS, (1) 5/8"° AJ R. TO HDU4 AND (10) 114" X 21/Z' SDS TO POST TRUSS TRUSS T CONNECTION @ L.B.W.RUSS CONNECTION ION @ L•B.W POST TO SLAB CONNECTION SCALE 314"=T-0314"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U.1,900 G.5,660 W/ 5/8 DIA. x 6" EXP. BOLT SI MPSON ABU46Z POST BASE <U.2,30O G: 10,335 W/ 518 DIA. x 6" EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 518" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-112" NAILS TO POST, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 w .abdesigngroupxom AA #: 0003325 F W y $ O � 9 V w �: 4 Sx � _ O ie Q Eh .Z, 9c O svHDIV. & LOT- ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT* 041BI.003-33013 MODEL• E402 2636- LAKESIDE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C ULANDA CRA DATE: 11 /15 /24 SCALE: 1/4"=1'-0" SHEET S3,� i / t � • • • • • 1 / 1 t • 1 • • • • • • t/ t t i^ �j' i«► i► i►► r i► i[ 1� t2 i i►/ f •« t i i i i r tiriifiit m7 /Sri«t►t/► HIPRO11 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-22 ZONE 1 = 30.84 PSF (40.84) ZONE 2 = -47,51 PSF (-57.51) ZONE 3 =5584 PSF (-65.84) "A "= 4-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY. II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EKE 1 40/20 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE SITE. SHANK ASTM 1Od RING SHANK, 211Z' 0,131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2318" 0. 113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS -- - _ ROOF SHEATHING — -�- EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT A. O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16'' ZIP SHEATHING SYSTEM (INSTALLED - PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NALS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2: tGO NAILS @ 4" O.C. ON EDGE AND 4" O.C. N FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 EYE I ZONE 3'. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. N FELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA, END_ ATTACH RG.00F SHEATHINGS O RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-22 Ad UN G RINGSHANNNAILS ®4"OC .� TOG&UNEDGES I i � ol S C10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2' DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ 'I I TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3(4'. ST RUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARC HITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS' FBC-R 2023, m EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY= 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WTH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT'. DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POE FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2023, 8th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 92' N TRAC O SELF SUPPORTING AND ST ERMINE TER THE BUILDING THE STRUCTURES DE CONTRACTOR'S IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL 8E PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR ANDER THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND E S-GRADDESIGNE LUMB STRESS -GRADE REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL PERFORMED D A T T CT ANY DISCREPANCIES ARE FOUND, TO WORK AN SHALL NOTIFY HE ARCHITECT IF R 0. REBAR SHALL BE ASTM A615AS15M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BEASTM A615 EB MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADER IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: ! THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH , "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:,N:, AND "SCSI LATEST EDITION' AND VERTICAL BARS SHALL LAPS x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW WOOD TRUSSES. 20 psf TOP CHORD N-ca G.-Nt - TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf 6TM CHORD -n one SLI ET, #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIlASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) U0 psfwl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT'. 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNEDAND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING WINDDEAD LOAD SPEED (ASCE 7-22 (FBC R2023): 023) MPH 3- SECOND GUST EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC VTHOUT STORAGE. 10psf, UNINHABITABLE ATTIC WTH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE'. 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS: 40psf, GUARDS AND HANDRAILS'. 2001bs, GUARD IN -FILL COMPONENTS: 501bs, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES' 50psf, ROOMS OTHER THAN SLEEPING ROOM'. 40psf, SLEEPING ROOMS'. 30psf, STAIRS'. MASONRY; PLAN SHOWNG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK SHALL SUPE C DE THOSE THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN R E ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm =2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE PO COMPONENT PO FOR AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE BLE . S DRAWINGS SUBMITTED WASHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL UN EBB OTHERWISE NOTED LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE RUNNING BOND SS N ED L U ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. ATI COURSE AGGREGATE, AND SHALL BE PLACED WI ASLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION E LUMP TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A361A36M, By = 36 k. FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A5001A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 kv. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3.000 PSREGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5P+4- PRIOR TO THE ADDITION OF PLASTICIZER S HALL BE TI GHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M FOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 13 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): R FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER 1-1/2PFOR #5 AND SMALLER 2PFOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE scD, Al. sxr sAaACE—EDc apo v o�T ,e o,c laa DA1 aEme ix IT. s aEe c mAsorvR»cory D sr s w^s xaorc l,rz Dnl r ose DST. �DwDD°X aDE„ED°° g D,° rvG°....EAIL111 M A. STRAPT° CONTACT THIS ENGINEER FOR SPACING PT, KEEN°TEs REQUIREMENTS D MA o YIAIT. D os,,a aD�K I rn FA rv� T Poo NOTES_ _ T. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. J-441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesFgIn roup.com AA #: 0003325 (r W h � C V � O z F d e � v m k MB d 0 SUHDrv. & LOT' ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT{/ 04181.003- 33013 MODEL' E402 °2636-LAKESIDE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C .1 2 RVJ�6W A. ABOUBB C ACRA AR NO 00 PRINT 15 11 24 DATE: / / SCALE: 1 /4"=1' — O" SHEET S �L �Y�T I 16 5/8" 4 9/32" --1 7/8"[— 4 9/32" —1 7/8"r 1/2" �IIL 16-ALUMINUM SOFFIT- SOLID AND VENTED f�T 3/4" O 532'II 4:7CNWOi WO f@ll Wji M XGPVGFWGTUIQ PWGP VGF ICTGC42017HPPNIPGCT 51QQ V FGUIQPWTGUUWTGIIPCVI42 ]O NCE VpCCV[4I FGU.P. GUUWT .Cl— IQRCEVI&'CVIPS. FGUIQ PIRTGUUWTG#'CVIPS IO RCE VIB'CVIPI CE76(4RUH PQ PG CE5: 05RUH PQPG CE53MRUH PQPG vsc—V—ea *4WXcTSCeI xooexauvc ceue�aemoxcrocvx xaca«�wc:n+ceuerasvoxcTCCe: T 3/4" I 1 1/2" LC '/2 QQ r F CHANNEL 532 i[L e _ �NrlO WWO gP39 $YTS I£M 1/2" J- 1 1/2" Q JJ CHANNEL 5327CJ 4 ICW40 WW O U34$R —M NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4. FRAME MATERIAL: COLD ROLLED FORM ALUMINUM 3105—H28. S. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 1 3/4" TRIM PAINTED STAINLESS STEEL NAILS WITH 1/4" HEAD DIAMETER, 3/4"X1/4" CROWN OR 3/8"X3/8" STAPLES. REFER TO DETAILS A. B. D, MID E FOR MINIMUM EMBEDMENT MID SPACING. 6. FOR ANCHORING INTO MASONRY/CONCRETE USE .097" DIAMETER (MINIMUM) T OR STUB NAILS. REFER TO DETAIL C AND CHART (SHEET 4) FOR T NAIL SPACING AND EMBEDMENT. 7. ALL FASTENERS TO BE CORROSION RESISTANT. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). BILL OF MATERIALS ITEMNO.: PARTNUNBER, DESCRIPTION I NUFACTURER MATERIAL 1 SOFFIT ALPHA ALUMINUM INC ALUMINUM 3105-F128 2 'F CHANNEL ALPHA ALUMINUM INC 'ALUMINUM 3105-Fp8 3 J CHANNEL JALPHA ALUMINUM INC :ALUMINUM 3105-H28 4 ;FASCIA JALPHA ALUMINUM INC iALUMINUM 3105-H24-28 FRAME BUILDING BUILDING BY BY OTHERS BY OTHERS THIS 5 NOT A BRACE TH5 PN1T OF THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM ROOF TRUSS SYSTEM `— SEE l—( J, DETAILS A. B AND C SHEET SD2 12" OVERHANG 12" OVERHANG INSTALLATION DETAIL SEE DETAIL E SHEET SD2 FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS S PART OF ROOF TRUSS SYSTEM ` A. v DETAILS A.B AND C SHEET SD2 F— 12" OVERHANG 12" OVERHANG INSTALLATION DETAIL WAEPAW �, /� 1 I SEEOSEE SHEET r SHEET OVERHANG 16" OVERHANG INSTALLATION DETAIL THIS IS NOT A BRACE THIS 6 PART OF ROOF TRUSS SYSTEM SEE ` SEE DETAIL G DETAILS SEE - SHEET SD2 A. 8 AND C DETAIL G SHEET SD2 SHEET S02 18" OVERHANG 16" OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM EXTERIOR �- 1X FURRING SEE 1 '� SEE DETAILS DETAIL E A. B AND C SHEET S02 SHEET SD2 SEE DETAIL D SHEET SD2 12" MAX O.C. - 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS THIS IS NOT A MACE \ THIS IS PART OF ROOF TRUSS SYSTEM EXTERIOR 1X FURRING SEE 1 STRIP SEE DETAILS A. B AND C DETAIL G SHEET 6 SHEET SD2 SEE DETAIL D SHEET SD2 12" MAX D.C. 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abd.signgroup.com 46 AA #: 0003325 p V W m (; - v A B 0 B ci SUHDIV. & LOT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL: E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 150 MPH EXP. C LAND N 393 PRINT 11 15 24 DATE: / / SCALE: 1 /4"=1' - O" SHEET SD1 BILL OF MATERIALS ITEM NO.: PART NUMBER DESCRIPTIONJ MANUFACTURER I MATERIAL 1 SOFFIT ALPHA ALUMINUM INC ALUMINUM 3105-H28 2 FCHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-H28 3 JCHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-H28 FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM �- SEE �- SEE DETAIL H DETAIL E L�--L-L SHEET SD2 SHEET SD2 12" OVERHANG 12" OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS 16" OVERHANG INSTALLATION DETAIL kCE N FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM EXTERIOR 1 FURRING SEE STRIPSEE DETAIL H DETAIL E SHEET SD2 SHEET SD2 SEE DETAIL D SHEET SD2 72' MAX O.C. - 24" OVERHANG 1 1/4' MIN EMBEDMENT 1 3/4' TRIM PAINTED SS NAIL W/5/18' HEAD DIAMETER LOCATED 24' MAX O.C. 3/8' MIN EDGE DISTANCE DETAIL A u Y QQ F#ITCO [PI #PUVaWCV[QP Y l#itEJCPPGNACPFtPCHJU 3/4'X1/4" CROWN STAPLES MAY BE INSTALLED 24• MAX O.C. IN DIAMOND PATTERN OR SINGLE STAPLE 12" MAX O.C. 24" OVERHANG INSTALLATION DETAIL DETAIL B -w Y QQ F#ITCO IP I WUVCNNCV[Q P Y YHtEJCPPGNA:PFAJVCRNGU BILL OF MATERIALS ITEM NO.: PART NUMBERIDESCRIPTIONJ MANUFACTURER I MATERIAL i SOFFIT ALPHA ALUMINUM INC ALUMINUM 3105-H28 2 F CHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-H281 MIN EMBEDMENT 3 J CHANNEL JALPHA ALUMINUM INC JALUMINUM 3105-H281 SEE CFJ THIS PA FRAME BUN.DING FRAME OTHER BUILDING FRAME BUILDING BY OTHERS .097' DIAMETER T NAIL BY OR STUB NAIL BY OTHERS THIS IS NOT A BRACE THIS IS NOT A BRACE SEE CHART FOR SPACING THIS IS PART OF THIS IS 140T A BRACE THIS IS PART OF ROOF TRUSS SYSTEM THIS IS PART OF ROOF TRUSS SYSTEM STUCCO FINISH ROOF TRUSS SYSTEM BY OTHERS MASONRY/CONCRETE BY OTHERS OCUQPT[]EQPETGVG4PUVCNNCVIQP /—\ TGHGT 4iP4VGi6#34T!EODG OGPV SEE v SEE SEE J SEE EXTERIOR 1X FURRING DETAIL H DETAIL G DETAIL H DETAIL G SEE i STRIP SEE SHEET SD2 SHEET SD2 SHEET SD2 SHEET S02 DETAIL H DETAIL G SHEET SD2 SHEET SD2 12' OVERHANG 18' OVERHANG SEE DETAIL D 12' OVERHANG INSTALLATION DETAIL SHEET SD2 16" OVERHANG INSTALLATION DETAIL 12' MAX O.C. 24' OVERHANG 24" OVERHANG INSTALLATION DETAIL 3/8" BETWEEN STAPLES V3/STAPUES BETWEEN DETAIL F UVCRN.WF OQPFMCVVGTP I OR 2X BLOCK DRIP EDGE BY OTHERS "4" CROWN STAPLE "X3/8" STAPLE 24" MAX. O.C. X2 FURRING MINIMUM �%40/RC FASCIA R GABLE RAFTERS BY OTHERS OPAL 3/8' X 3/8" STAPLE 3/4"X1/4" CROWN STAPLE LOCATED 24" MAX. O.C. OR 3/8"X3/8" STAPLE LOCATED 24" MAX. O.C. J-CHANNEL TO BE FLUSH WITH FASCIA 3 Y QQ F41TCO] IePUVCNNCVIQP Y WJA,IEJCPPGN Y QQFWTCOIPI #PUVCNNC'FQP Y WJN,t JCPPGN (2) FINISH NAIL 1 1/4"X.057'XO.177" HEAD 6" MAX FROM EACH END FINISH NAIL 1 3/4'X.057'XO.177* HEAD 24" MAX O.C. 3/8" MIN GE DISTANCE 1 3/4" TRIM PAINTED SS NAIL W/5/16' HEAD DIAMETER (1) PER PANEL I3/4"Xi/4' CROWN STAPLE (1) PER PANEL HWTT[PI AJVTtHAPUVCNNCVIQP 46WQXGTJCPI DRIP EDGE BY OTHERS i' MIN FASCIA INSERTION BEHIND DRIP EDGE 1' MAX �-- F IA TRIM UMINUM .019" THICK MINIMUM 3/4'Xt/4' CROWN STAPLE 3/8' MIN OR 3/8'X3/8" STAPLE EDGE DISTANCE LOCATE (1) AT EACH GROOVE DETAIL E Y Q Q F #IT CO IP 1 #P UVCNNC VIQ P HCUEIC#3WG T Nail viari rharf I Overhang DP Embedment Spacing Itn) (pst) (In) (fin) 0.50 1300 1200. 54.2 0.63 22.00 0.75 24.00 0.50 14. 00 16.00 54.2 0.63 16.00 0.75 1800 0.50 18.00 24.00 54.2 0.63 22. CO 0.75 24.00 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 W w � F � o E q W V F � v Q' a iq a o a M � M a o e o q SUHDIV. & LOT: ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL: E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 150 MPH EXP. C April IL 2024 Building Department RE: Pasco County Model: Express - 2260 Elston, 2447 Roble, 1672 Aria, 1504 Ail-, 1239 Layton, 1445 Keystone, 14" Freeport, 1828 Cali, 2605 Hayden, 2928 Ensley, 1504 AHex 11, 2260 Elston It, 2262 - Roble 11, 2554 - Darwin, 3188 - Denham, 3281-Covingtan, 1302 - Downing, 2768 - Madison, 2636 - Lakeside Wind Speed: I50 Expo U"t C To whom t may cancan, In accardancc with FBC Residential Section R301, 13 Engineered design, we -f,- that the ply-.c l sheathing design f hie..stets listed above w ithin this community aa1wntdspced can be llizcd in place of the code prescriptive Table R803 2 ' Roof sheathing requtremenis far the models wilhin this community were rericwtdand are in Mount, - with the ASCE 7 22 wind speed and exposure category defined the shuctuai of- We -o fy and appm+c tit: sheathing as noted on the plans to be adcquete to support the wind toads for the root. Picas.: find attached sure-y, wind fcads, and wlculatiom to support findings. If you Mve any questions, please do not hesitate to call Sincerely, e. no Digitally PLr 9�Pok Ryan signed by au ? Ryan Howard = H owa Dace: o aT of w' 2024.04.12 rd. 15:42:05 Ryan P. Noward, P.E. F1.N6740.1 Index - Cover letter Page L Calculations Basis per 2020 Panel Design Specification as APA. Page 2-4 Plywood Calculations Page 5 Wind Loading 5/12 pitch for Gable Page 6-7 Wind Loading 5/12 pitch for Hip Page e-9 32 < _ i 1'4a4L axidLt xi 'Rd S 1 01. ifs n Ph i iUbG •Fix' 40. •]4- liN ? 4 )III Lau \a pins Cu- [h tits t<_0'. IX<rlt<W I1<.nh f( 3144.s Phonz' (954j613-6680 Bendiae Stiff - Using table 9, a OSB piy-d Rouf(7116 % 15132" or 19132") Exp t with shuss applied parallel with sliffi-capacity IEL) shown cot the next table. the following equation.....d for gelling the maximum ,bear stress for that condition Table 9. Panel Design Cap.i i Loads Based an Shear Strength: A. Yzt'cn(three span bearing condition) (EI) A = denedion, in, w - -if- load. psf Ef wdesign opponent hendingstifTness, 1hf-in2'ft. 1s = clear span + SW. in SW - support -width factor, equal to 0.25 inch -nom inal Lumber and 0.625 inch., for four-inch-meminal lumber f arcing wd = "a' A,u, = allowable denectmn, in F"716'OS8 EXP.I f24r16) fFi3 r+ L'raoaoi A = 2.10.10-sin cod=,t cloth.,=47.frpsf For I5>32" OSB UP (321161 i1 7 74"("'1 [z 3P'Moo) A - 1,42ao Sin cod = n' uz� mot' 70.4psf For 19132" OSR F.XPA (40120) A= w3(_i(1t,ts+oz ira3(Ei3 t7+a(aoaaoo) A = U,82.10-atn cod=wd-'-= z+lzao=122.4psf a oaz.te-� Calculations per 2020 Panel Design Specification as APA. B-chm Smaurth: Using table 9, a OSB plywoaf Roof (7i W' or 1532") F. with stress applied paa77ei to the strength axis (long panes dimension peMcne icufar to supports) has a trending capacity €FbS} ih6inln. Dnraunnt.Gloed faetor, Cd, as 1.60, is used forits wind adjustments. ThecaIcid.h bef- Me used for getting the muimum hooding stress for Linn condition o v. Reading Strength Calculation of toads: 4 rzoPAr (three span boaringcondRion) coo � ., ' PbS =Design w = herding inert htmifann Toad, ME Pending Strengthcapacity-l6f-in [ n. /i-spanlcenter to center ofsuppons), in �.,.." i Figure 4. Shuctural Panel in Bending Table 6. road Duration Factors for Wtxd Structural Panels FmVW'OSBEXP.1124l161: _ c�.cr=•� ter, .. 1.,filgr�„y=y----"- I28F6C4 _ 120(385j(1.15) e tv = 92.24psf rim For1532"'OSBEXP.1 i32116): s - I m I na120FbCd _ 120(445)(1.15) 24fnz wa = 106.6psf it 12OFbCd_ i20(75o)(1,t5) lm !,'sz _ 24inz cob = i80.00psf Table 9. Panel Design Capacities 1 [9i F:aSt hi -pnn Lut,.r i]r_ Su e 207, D-fi,td fa<h tL ., 13+?� Ptunle (4-4}hr;-tifi80 Ply-od Cal-kno- tilvv�:�ib:- Gar no v6"loadraquh ttants Buie w)M aPsad Ve154.Omph 16m FBCi3n20)rortN82. wrig 2GS-la, P¢. !4)b Risk eatrtmty II Table 15-1. De.2 Exp-- cate"ory let 24.7,3) C SecBM26.7.3,1g251 Applied Lead Strength Level 71.9 psf (see attached calculations) Applied load (Service Level) 43 psf Panel Spa. Length 24 n Type of Load/Time Under Load ' •.'S but Duration Fact" 1.6 Panel TWO $panRating 4f,2 -s Available Panel Thicknesses �i?e - Panel Thickness Section Modulus 0.3931nA3/ft Moment of inertia 0.084 iOA4/ft Strength Axis Direction jA) P3inifetto5trepgtk+A h, Pane) Bending Strength Fb-5 385 lbf-in/ft Max Allowable Beading Strew 1,005 psi Actual Bending stress tl-Span)` 676 psi Actual Bending SVess 12-Span} 675 Is Actualeendhtg Stress (}Span) SaU psi Stress twat(2-Span) 6T96 Stress Level (2-Span) Stress Level(3-Span) - 54% I x44 L rewoW LvL< 6ta7� Rd.. Su tc 1 )lfl, L. ryu e<vi Ft i'7K0 • Ph nc- (3" t i37t1-b. Gs a Fox-(3'�7717.- {a % Holi:", Nzwix�n Center ih_Suitr'_O7. D.vrtirid noa:h 6L,3iS32e P1x»�e i4s;-y,l+(+bRn i»,i .��.�w,.ur��rn Using table 9, a OSB plywood R-QT 16", 1532"or 19132") Exp I with stress applied parallel in the strength axis hnsshcsr strength in the plane ((lblQj) . Duration -of --load factor, Cd, as 1.60, is used for wind adjustlu nts, The calculations below an used for getting the maximum shear str . s for that coadidan Loads Based ens Shear Strength: 20r(Ibl9)cb s - (t(threeV..V.. Bearing rond[timl} Iz wa - bending strength uniform Load, psf. Fs lfb1Q)- design shear strength capacity, IbfJO - Iz =dear span(ceaerrocenterof,uppon rid- .;S;,-�"„.-. suppan width) '. ,NTablc 6. Load Duration Factors for Wood pa: - Structural Parcels in '5 F ' 7?iF"OSB EXP.I i2411fir I 2flFy ({6IQ)Cb _ 20 (150)(1,60) •. t W tg 241n-1.5in) �. ,� ...-...,.....- w = 213 spit fI - -. 15132"OSB EXP 1 02t16Y Table 9o, Pared Design Capacities 20s(F6IQ)Cb _20(165)(1. ) W [t 24in-1.Sin) wr=234.7psf 19/32"OSS EXP.I (401201: 20f (lb1Q)Ch, _ 20(205)(I.60) ' lz 24in-1.5ta) cos=291.bpsf '�-iS4JL giiaud t.at n3 ryRd S i I6.(11 wv,dll tit Pk (it143c o1n F -: (dtl?tz'd 3U7X --- )19I t'-su }e !%rt L.i err Dr. Suit<_( 7, D.cri<la ile.i<h kL i34_s Phottz t9+-4}fii s,fi(iw0 MecaWind v2453 1 1 [t =reps M by tlu ldin9 s - _ y a .Pa 1 e aspo t:o to [1b1 26 13 lj Cr lijt Owrhanq [xiL cMpon - a»d Cladding (CK1 aintl -cis pas L2 30 Paxt 3 Hoot i Mall z)i;.'r ' � Roos rx+5nuwi �\ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 y tiu�t 6 � a N o 37 O � � w o m � C Q Ca 0 B B Z � O 9UHDIv. de L.OT- ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL• E402 "2636- LAKESIDE" GARAGE SWING: LEFT PAGE: SHEATHING DETAILS 150 MPH EXP. C or \BAR NO 3�3 °RAJ DRINT A11/15/24 SCALE: 1 /4"=1'- 0" SHEET S TL-TJLI xloa Pra„ura, Loz C.c G 30 Pt 1 Ibo£ a xa11 all .iwa P,.,,.,.., lw<iwa.. Lw+a ra<co: tur we l.o xtna Pze„uw, [o CK CA JO Pc 21. i —f L all .lwa Pnssuzaa lnclwu a Load ncuc lLFlx of 3..0 ®Mwwwwwwmm� 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abde igngroup.com AA #: 0003325 W � w W N 5ZZ O � V u > e w o E. � m ^ a c o c e c e 0 C. 9uDDIV. 8e M ABBOTT PARK LOT #33 BLK #1 PHASE #3 PROJECT# 04181.003-33013 MODEL• E402 "2636—LAKESIDE" UAI2AGE s' ntG: LEFT PAGE: SHEATHING DETAILS 150 MPH EV. C oo AR T: ATE F A E4 ATD A HA RA AR NO 723 DF-ppA=: 11/15/24 SCALE: 1/4"=1'-O" SHEET S H2