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HomeMy WebLinkAbout7820 Wheat Stone Dr99 20'0 36 -E402 -LAKESIDE 99 DiNG CODE L 1 1— NAX iONAL EJ t_� "TRIC CODE /kND THE f-C!"IrYOF ZEPHYRHILLS L)RDINANCE5- H 0 M E S 3501 RlCiA BL-VC1, TAMPA, FL 33619 T#---I- (813) 549-1967 Fax: (817) 302-3134 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS I nD=i BMD]NG OOM ABV ABOVE 1AV, LAVATORY DATE DESCRIPTION WH =MON (2=) AU AlWCONDIIIONING LumLUMINOUS 06/03/24 REV16E RDOr PITCH TO 5/12 ARCHITECTURAL SHEET # DESCRIPTION -ML 10M MD MM CWW ADJ A JUSTABLE MC.MEDICINE CABINEI ALT ALTERNATE MrIR MANUFACTURER 06/03/24 APP W-OP 4 V-O' OFMONAL STONE DR HORTON HOMES - RESIDENTIAL, GROUP R3 AMP AMPERAGE MN. MINIMUM 13D. BOARD Ml METALIFIRESDOLD PG CI -COVER SHEET M/OM4 CREATE 13'-4' ELEVATION 'M' 4 N' TAMPA NORTH DIVISION :OCCUPANCY CONSTRUCTION TYPE - VB •WIN. INTERIOR FINISH CLASS B C CENTERLINE MTD MOUNTED CAB CABINET MTL, METAL L CLG CEILING N LS NOT TO SCALE PG GN- GENERAL NOTES 3501 RIGA BLVD TAMPA, FL 33619 TEL: (813) 549-1967 -BASIC WIND SPEED - Vuit=150 MPH VELsd=116 MPH EXPOSURE - C •I -STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL C R, CLEAR 0 C, ON C EN MIS C RIC. CONCRETE PL PROPERTY LINE CPT CARPET P.B. PUSH BUTTON C T. CERAMIC FILE PH PHONE: D DRYER PLT PLATE D L DOUBLE VLYWD. PLYWOOD I) G DUAL GLAZED PR PAIR PG Al -FLOOR PLAN PG A2G-FRONT & REAR ELEVATION "G" PG A3G -LEFT & RIGHT ELEVATION "G" PG EI-ELECTRICAL PLAN FAX: (817) 302-3134 AND STATE CODES 1) DIAMETER P.T PRESSURETREATED DIM DIMENSION R, RISER PG Pl-PLUMBING PLAN D SP DISPOSAL RAD RADIUS DP. DEEP R.A.G.RETURN AIR GRILL DR. DOOR REP. REFRIGERATOR ERATOR DS. DOWNSPOUT RM. RO DTI. DETAIL R.O. ROUGHOPENING D.W. DIMAVASFIER S.C. SOLID CORE EXT DR PA. EACH SD. SMOKE DETECTOR TH EV. ELEVATION S.H. SINGLE HUNG LQ� EQUAL SITE SHEET EYIH. EXHAUST MITHO. SHEATHING F. EXTERIOR SHWR. S PG D1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAI.-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 SQ.FT. CAM'S LIVING, 201-1 5a Fr 2-CAR GARAGE 4.31 Sa Fr ENTRY ELEV. Yj' 20 Sa FT COVERED LA" log sa �rF. TOTAL ELEV. 263r. 5a Fr. SHONVER F G./FX F)IEDGLASS Sim, IRELAR F G FUELGAS SL. SLIDING PG WA4-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. FIN FINISH S - GI, SLIDING GLASS F P FLOOR SID, STANDARD PG WA.5-WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 FLUOR. FLUORESCENT SwS SF FARWALE F , DR, FRENCH DOOR SECTION FTG, FOOTING mmp TEMPERED GLASS PG WA8-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA, GAUGE THK THICK GAR DIST. GARBAGE DISPOSAL r.O.0 T POFCURB Fax: (407) 774-4078 GTJ GROUND FAULT CIRCUIT TO R rOPOFPLAIT INTERRUPTER T.O.S. TOPO SLAR CL, GLASS I yp TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN GYP RD, GYPSUM BOARD UN O. t NTESS NOTED ROSE BIB 0 4FRWISE HOLLOW CORE VP VAPOR PROOF DRAWING / CONTRACT DOCUMENT LIAR HEADER w WASHER PG SIJA-DETAILS REVIEW BY BUILDER �ICT OR UP HEIGHT W Willi NST INSULATION WD. WOOD PG 51.2-DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR W)w WINDOW INT INTERIOR WH WATERHEAMR PG SI.2A-DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W1 WROUGHT IRON PG S2-LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.1A-DETAILS DESCRIBED IN THIS DRAWING SET) An UNCLEAR AND PG S2.2A-SAFE LOAD TABLES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3-FRAMING PLAN AND NOTES DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1A-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B-DETAILS PG SNI-DETAILS PG SD1-SOFFIT DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SD2-SOFFIT DETAILS PG SH1-SHEATHING DETAILS I RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'. HAVE PG SH2-SHEATHING DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN Bt LONGWOOD FL32750 PH: 407-7�4-6078 FAX: 407-774-4078 ww W.abdes igngroupxom AA #., 0003325 fxFq O ZE SUBDIV. & L074 ABB077 PARK LOT #26 BLK #1 PHASE #3 I-ROJMT# 04181.003-26013 MODEL E402 "2636— LAKESIDE" GARAGE OWWO: LEFT IPAGM, COVER SHEET 150 MPH EXP. C DATIM 11/15/24 8 CA L.E: 1/4"=I'-O" C c I GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2023) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY 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. 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. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FA RICATION OF SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 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 DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE B THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. 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. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 10, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS it. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12 C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 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 518 -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 %-INCH GYPSUM BOARD OR EQUIVALENT. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3-0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 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 CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "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 AGRICULTURE AND CONSUMER SERVICES' 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 (NDS) 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 - THE ENGINEERED WOOD ASSOCIATION: 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 ROOF/WALL/FLOOR 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'/' PVC (SCHEDULE 40), INSULATED WITH W 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-Cl063-18b & 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 C1186 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 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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) R704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 F !!yy S � � � w m q 0 � ti liv io Q' a C CS o StrBDIV ae wail ABBOTT PARK LOT #26 BLS{ #1 PHASE #3 PRO"=T# 04181.003-26013 MODEL: E402 "2636-LAKESIDE" GARAGE 87rn4G-. LEFT PAGE: GENERAL NOTES %150 MPH EXP. C `` -4A NO 9pp i PRIIaT 11/15/24 DATE: SCALE: 1/4 l'-O„ *Wkl= GN ----------_ _—_-- T-4' SLDG. 441ST. 12 j- SHINGLE ROOF 4' RAISED BAND W/ 2' RA15ED SAND 4' RAISED BAND RV 2' RAISED BAND ABOVE /TYPJ ABOVE (TYPJ 8'-0' BRa H-T. 6-ID' BRC.. 44GT. 9 TT) COACH LKd4T (TYPJ 2, ❑ ❑ LA El O IS'X63' DECO, 49 I io 0 0 m SHUTTER 4' RAISED SAND TYP. - m 0'-0' FIN. FLR.#, � _ _ _— _ —_ _ - _—_—_—_—_— ,L, ID' -ID' FIN. FLF- —gyp_ FRONT ELEVATION SCALE: 114' . I'-C' TEXTURED FNISH 1'-9 6' 5TLCI BANDI 0'-0' FI�— e// OFF RIDGE ;O � � S A 4' STUCCO BanIDINCs � 9 I 4B A I T"r. REAR ELEVATION SCALE: 1/4' = 1'-0' TEXTURED FNI544 -0' BR3. HGT. 0'-O' FIN. FLR. AREA OF AMC = 2G750. FT NET FREE VENTI IATION AREA REQUIRED = 1/300 REQUIRED VENTRATION AREA = 2637/300 VENT1—ON AREA SQ. INCHES PER FT. (144) = 1265.765Q H. .-]X 1265.76 506.30n SQ, N. MIN. REQUIREDVENTILATION IN = .Ex 1265.76 UP PER PORTION OF ATTIC - 6EaSR SQ. IN. OFF RIDGEVEN-ION AREA = 315 SO. IN. FERVENT VENTAREA 4p% SOfi.304 /135 VENTAREA 50% 632.081115 TOTAL # OF VENTS REQUIRED @ 40% A40264 TOTAL#OF VENTS PROVIDED @40% 5 TOTAL#OF VEN75 REQUIRED@5YR. = 5.SC33 TOTAL#OF VENTS PROVIDED @50% 5 'AREA OF ATTIC STHE PERIMRER OF THE HOUSE, LESS THE OVERHANG (E TERIOROF WALLTO EXTERIOROF WALL, NOOVERHANGSINCLUDED) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 i a m z y a m T 4 � 6 summiV. & IAT: ABBOTT PARK LOT #26 BLK #1 PHASE #3 [PROJMCT# 04181.003-26013 1[ODEIe E402 "2636- LAKESIDE" GA3tAGZ swnvG: LEFT PAGE: FRONT & REAR ELEVATION "G" 150 MPH EXP. C Z 6�, 2; NO DptrNT w 11/15/24 BCALE: 1/4"=1'-O" SHEET A2G V-0' 5RCa. HCxT.� 0'-0. FIN. FLR OFF -RIDGE OFF -RIDGE VENT VENT 12 5 S'-0' SRCs. NG 45 T7P. I I IH,/-4' STUTUCGO ro � � El - — - — - — - — - — - — - — - — - — - — - — - — - — - F E - — - — - — - — - — - — - — - — - — - — - — - — - — r— - — - LEFT ELEVATION SCALE: 1/4' • 1'-0' TEXTLH;MD FINISH OFF -RIDGE OFF -RIDGE VENT VENT 0' 0'-0' FIN. FLR 0'-0' 5fW.. 41GT. V m. 4 sT�co BANDMG EtT FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WWW.abde igngroupxom AA #: 0003325 M 1y m 6 x i p� qZE O — m � U A ppm ¢ j�j� U Y Y C Y 9ulmrv. & LOT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 MODEL E402 "2636—LAKESIDE" GARAGE SVrDCCi: LEFT PAGE: LEFT & RIGHT ELEVATION "G" 150 MPH EXP. C 45 `. TTP. RIGHT ELEVATION y SCALE: 1/4' I'-O' TEXTURED FINISH �¢ �J A'�� NOA CRA 93723 DA � 11/15/24 SCALE: 1/4"=l'—O" SI3EHT A3G ELECTRICAL LEGEND STMBOL DEFINITION NOTES —4--1 125V OUTLET 20 AMP SNOLE POLE QUOV O TLEr IIOV OUTLET OFaural auET NG® NrL To CFI ITV V OUTLET EOUW'm W eTAM FAU- NmbTA H2YPE) R RWISTNR TYPE) 220V OUTLET (4) an CONNECTION �} UP GPI Efr. WATL'RPRXIF ounzT GRLLm FAULT RTF.RMPTER BWITC 4 &WITCH 3-UTAT OPER �j OUTC 4 4-WAY OPER i 0 UALL. "CUNT® LWFi CEILNG LK+HIT O LED CLG LIGHT ©VP LED VAPOR PR20F Lr.RT O VP VAPOR PROOF LIGHT (& REGESOM CAN (©1 W-Cus m CA4 VENT. FAN I OFM PER SQ. FT. VENr. FAN UYL aw I CIPT I'm SQ PT. ANtTI' LNHT (SPacro TSD BT allLOW 0 PANEL METER O 5D. Y1cKE DEfCI.TGR ISATT, ZIACK-UP IIRCHeI�� ® a'w Q,N" f vAvxvE) SMRM DETECTUR mm USE A GISTT, OF NOT L06 MMANr LIGHT L� GAe NATURALOUllLVT ► TELEFSNOE JA x uu "TER WEATM xe�t�rxax • AIR COD 00r.: 1U DISCONNECT Sff N ON TILI ION JACK G81LNG BOX To I* SUPFYJRSD N O J-BOk wf BOX MATS® AS SUCH FOR SBPlcTTCN LE LNG eox TO pE SIFFORfm INGCTLNG' PAWL. AGG�AWM UW BW( YY® NiAS SUCH FOR INSPECTION p�Qp 24- IrcamEaedr LIGHT STRIP nnnnnn s°• INCANDESCWT LK.Hr STRIP noonnnnn W INCH NT LIGHT STRIP FLOOD LIGHT rLl PUSH-BUTTON FCR 04MO LIM PORE LOCATION OF TV JAOW 4 P40M OUTLETS 1 FANS TO ISE VERIFIED v NO ECUrER PRE-cONSTRIOTTON MEETING ALL D t 20 ANIP dSANC'.UN CIRCUITS TO OE AR-' FAULT PRJTEOrED. 20 Amp DEDICATED LAJ V. CIRCUIT. DISHwA94ER DISGGMEGT To BE LOCKOUT N PANEL BATHROOM RWAUaT FAN TO HAVE MN. CAPACITY OF SO LFM INTEI@TITTPNT. LAI ROOM AND DISWIUAN.ER RECEPTACLE SHALL ME GROUND FALL i CIRCUIT-MTERBPTEQ PROTECTION POR PERSONNEL ON PEEDEM wRIN S r'ETHCO SHALL BE NON METALLIC CABLE THE RECEPTACLE FOR A BWLT-N DIGA"-ER SHALL BE LOCATED N THE SPACE ADJACENT TO THE SPACE OCCUPIED BY T1E DIONUAB HER UIERE TIE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL ME PROTECTED FfWM DAMAGE BY A OIUWING GROMET, OR APPROVED OTHER MEANS. SUFr,9 PROTECTION- ALL SERVICES SUPPLYING DUELLING LINI75 SHAH BE PROVIDED WITH A SURE PROTECTION DEVICE (SPD)- crE OR i1ORE 2m-Vtl1T, 70-AMPE'RE O "' CIR TIT SHALL ISE PROVIDED TO SUPPLY ISA.THROOI'YS) RECEPTACLE OUTLETS) REQUIRED AND ANY COLINTERT010 AND SIMILAR UIOW SIRfACE RECEPTACLE OUTLETS. SUCH CIRCUITS FiI.W,L HAVE NO OTHER OUTLET& AT LEAST OIL 120-VOLT, 20-ANR'L'RE 5RANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOUR ATTACHED GARAGES AND N DETACHED GARAffB UMTH ELECTRIC POWER THUS GRCUTT SHALL HAVE NO OTHER OUTLETS. BEDROOM #3 ,2 PRE -WIRED CLG FAN I f BATH #2 BEDROOM #2 PRE -WIRED CLG FAN BEDROOM#1 PRE -WIRED CLG FAN I f OS/CO CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN 7 C. ' COVERED LANAI WP LIVING ROOM -WIRED D- LAWN. GLG FAN OPT. L `J w.1 II II GFI OUTLET ® FOR DW S/CO (2) OUTLETS 1 STACKED I - � L SWITCH IN GFI CABINET ° I _ \ ^/SINK DINING ROOM a I --KITCHEN ----------� I ' -g' 2 -'O• ' -9' I I I I I I L L I I ® 1 LED LIGHTING ® DOUBLE LAV. BATH ry Is fill, LED LIGHTING ® SINGLE LAV. BATH n LED LIGHTING 0 44' APP OUTLET FOR FUTURE MIGF'd0. IL 1�„ 44' AFF. C. ® SINGLE LAV. I — _ J FOR BATH 43 BOLLARD WALL MOUNTED AS REQ. F'ER LIGHT Wi WITCH ,/ GA GARAGE OAR / O BLDG-CODEIN ATTIC ( SD. PRE -WIRED CLG FAN KEYLESS J� S/ BEDROOM#4 ' FIXTURE METER Ni FIELD II VERIFY IL \ pQ R Loc. � � I I BATH #3 PROVIDE 3• THUN IT CONDUIT OR 3 0 GFI '7\'C"j` I I - 1% ' u/O AL, T+UIIAI . Rw W N 7' CONDUIT OR 2/0 AL. SJ=Je D O GARAGE (CONDU(T TO TERNMATE ABOVE SOFFIT • OVEIIB N ) DOOR j L PREWIRE 150 AMP ELECTRICAL R15ER ENTRY--,,— —_ NOT TO SCALE. COMEINATION 6ERVICE ISO AMP — — DIScOMJECT SwTCFI AND I20/!40 VOLT IRRIGATION 2-CAR GARAGE P.B_ FOR T BEDROOM BEDROOM #S � NOtEb: M ELECTRICAL MATERIALS AND INSTALLATIONWlAr=Lsc3IC METER IN I PHASE S SHALL R ENCLOSURE MILD 4E PANEL GFI OUTLET CHIMES CH `� O' 20 N C Whl ELECTRICAL PRON81O48 OF THE n41c MAi • 40. APP. _� SD. EDITION (2023) LOCAL CODES, AND ALL LOCAL POWER 10,000 AIC SUCH PA ELS COMPANY IEOUT E MENTS. 150MP M� . •—------ — JI( M ALL CONDUCTORS $HALL SE TYPE T4HN/T44N UNLESS NOTED OTHERWISE. _ `�\ �I .J tTELEPHONEII E SERVICE c'aeLE IENSION - �_------------ �' P ENTRANCE E(iIIR-IETRT EaIIPI'IENT� COACH FA�t`tD �_ _ _ LIGHT - -- _ _ - - POWER COMPANY TRANSFORMERINTERSYSTEM BONDING TER'INAL A7 LOW GRADE r VOLTAGE CONNEOTIONS PROVIDE 150 AT-IP, 120/240 VOLT, I IFWASE SECOND 1 -4 CU SERVICE GROUND COMECTED TO ELEt:TR1GAL SERVICE. PROVIDE 3'1 COPPER (GU) N COJCRETE ENCASED LOOTER STEEL PER 8C:,H I-Vl" VIA SCHEDULE 80 4 IT OR PROVIDE 3 ELECTRICAL pROV Spdg OF THE $$Td RPVC,OV LECTR ELECTRICAL PLAN SCHE Z0 ALIA (AL) N 2' ,DIA t3crEDW.E 80 EDITION (28Y13). G47CUIT UNLESS SERVICE IS PROVIDED BY THE SCALE: 1/4' • F-0' ELECTRIC COMPANY. COORDINATE UAW THE ELECTRIC 5/6" DIA X 8 PT LOT. COPPER CLAD C.ICIND ROD COMPANY PRIOR TO CID. 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde igngrcup.com AA #: 0003325 F w j o s m e0 Y T V 4 � Q a SVHDIV. & 7.JoT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 HODIM E402 N2636-LAKESIDE" GARAGE S'WMG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. C 111112-410 A ABIAORM AR NO DA M 11/15/24 SCALE: 1/4'=1'-O" SI E1 r A PLUMBING PLAN SCALE: 1/4' • I'-V' 2• V 2.2 3. T.R�R WASHER V. r 3' 3 1/2' TUB/ I Imo' 3 SKITCHEN 2' 3 SING W/ UJC AUTO VENT LAY. 3, 2' 3' 1 V2'� ,,`JJ1 V.TR co I l _,-4 V2' 3, LAV.I I k41/2• 21 TO I I MAIN 3' I 2' TUB/ SHWR PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 w .abde lgngroup.com AA #: 0003325 F. 55yy 6 F r4 a t2 o sky" ii c BUBDIV. & LOT: ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT: 04181.003-26013 1[ODEL• E402 "2636-LAKESIDE" GARAGE 8WINO: LEFT PAGE: PLUMBING PLAN %150 MPH EXP. C JV PRXNT 11/15/24 DATE: SCALE: 1/4"=1'—O" SIB: r P1 i r r r r 2X4 TOP PLATE PER I 1F PLAN FRE-FAB TRUSS 1/2' CLG. BOARD IR' DRYWALL SECURE BT. — F LATE TO SLAB W/ 10d MASOh62Y NAIL • 32' O.G. MAX PIN. FLR 2X4 WOOD STUDS •24' O.C. ITIONS SUPPORTING HUNG PLUMBING ¢ES AND WALL NETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C- (�I)TYP. INT. WALL (NON —BRIG.) D 1 SCALE: 3/4' • 1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 W*.I.I.L ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. PRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I•-0. TYP. 0A. BOND BEAM - SOLID GROUT W/ M- •5 (2) COURSE 5/S' GYPSUM B< OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS OPIPE THROUGH BOND BEAM D1 SCALE:3/4'=1'-O' SEE ENERSY CODE FOWS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION `—R-4.1 INSULATION WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS STRUCTURAL Ix2 P.T.IMURRING— IR' THICK 2 COAT PORTLAND STRIPS • 24' O.G. CEMENT PLASTER APPLIED 8' GMU DIRECTLY TO MASONRY Imo, GYP 5P_ uk:) D BASE — 0'-0' FIN. FLR. e a a a< W/ WINDOW OPENING H FIDER3LASS SHINCsLE6 WITH UNDERLAYMENT AS PER FBCR 2023 W&M. ROOF SHEATHING THICKNESS AS PER SHEET SNI. 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 DIFECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 6TH EDITION, SECTION R30L13 AND 16095.1. TYP. WALL SECTION r4_�l—STORY HIP BLOCK WALL D 1 SCALE: 3/4'-P-0' NOTE: _ METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR SM 1.1.1 OF THE FBCR 2023 STH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R1043.1 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 CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3' AND SE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOF5- 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 (1-114' X 0.051' X 0-11'1 HEAD DIAMETER) FOR A 2' X 4' SUBFASCIA AND THREE PACE NAIL FOR 2' X 6' AND GREATER SUBFASCIAL- mastic 26 GAS LINE THRU BLACK aea.�. vase FI5ERGLAS6 SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 S05.111. ROOF SHEATHING THICKNESS AS MR SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9' 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT—v PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR�L 1i��� !ilamiiiilu&!mOv- - - - - - S A� V Is!�!i!i!i!M�!i!i!i!i!�!��i - pep, YERfic iL TRK7c--—OAWW-40 Dom 6Y MNF I fitl u'On4m Feeteao TO 8LME 1R6LK 9RACIQ:TB YWO H Yv F9aopu .T AFF ROVAL PM s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0• —2X4 SPF 24' O.C. MAX — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPMGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED MR—// STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD — R-4.1 INSULATION WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL tx2 P.T. FURRING STRIPS o 24' O.C. 1/2, GYP. WL. BD. WOOD BASE n< n W/ WINDOW OPENING A FIBERSLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 W5.1.11 ROOF 614EATHING THICKNESS AS PER SWEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Roo AWX m'q o FIN. FLR ° ROOF SHEATHING THICKNESS I5 ENGINEERED PER ASCE 1-22 IN ° ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301-13 AND 1609.5.1. TYP. WALL SECTION L NO OPEN ING (5"'\1—ST0RY GABLE BLOCK WALL D 1 SCALE: 3/4%P-0' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.11I OF THE FBCR 2023 STH EDITION IS #4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE If OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA* 0003325 W h � � W Q AS m� 4 Ulf Q C C C OXTBDIY. de LAY ABBOTT PARK LOT #26 BLK #1 PHASE #3 PEiOJECT# 04181.003-26013 MODEL' E402 "2636—LAKESIDE" GAHAQE 191111 t LEFT PAGE: DETAILS ( SHINGLE) 150 MPH EXP. C r ' T 11/15 D/24 DATE: SCALE: 1/4'-1'—O" sL3Ea'r D1 p 4 4' IQL 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V 112, X a' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X LW MASHER 4 NUT OR W/ (2)1/2' X V AN C44M BOLTS W/ W MIL EMBEDMENT W) 2' X 2' X Va. WASHER t NR N Ri 92X6 a O 0 RE 2" TO MILK W/ V4'TAPOONB 1 1/2EMBED, 8' Or- 4' END DIST, 1 1/A' EDGE DIST. ® sIDEs_ GARAGE DOOR BLlcic BECAED 112' X 8' J-BOLT OR ANCHOR BOLTS. W/ 4' MIK EMBEDMENT, UV 2' X 2' X I'D, MASHER 4 NUT. (U WITHIN e' OF TOP. (1) WITHIN V OF THE 57M. ® (3)EVENLY SPACED. GO 9 NOTES, ALL ANCHORS $HALL BE IN ACCORDANCE TO MANFACTURERS INSTALLATION INSTRUCTIONS UIERRE fdl!'J.I GIGTGIYTIllJG A— — —IN T GARAGE DOOR 1 BUCK ATTACHMENT RGttb vr.r.e' 8' GMAJ V2' DRYWALL I•X4' PT. DOOR DOOR be4 PT_ OR 514'X4' MIL SECURE 1141W FRAME 4 EMEND 1-1/4' INTO NAILER BLOCK UV 3A6' TAPrZINS CASING MIL 6H414K SIZE J48 MIN. HEAD SIZE 300 MIL EMBEDMENT I-V4' WITHIN a' OF EACH END JAMB OR WINDOW 4 18' O.G. MAX 8PACING ATTACH TO 2X PER MANFACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" BOA TO BLOCK +3/4" OR +5/4" 2X4: I57 SECURE TO CLUCK W/ 3A6' TAFC," MIN, SHANK SIZE J46 MIN HEAD SIZE 30W MN. EMBEDMENT I V4') WTHIN 8. OF EACH END 4 IV O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS MIN SHAM SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4'/ WITHN S` OF EACH END a, CT1U 4 W OL. MAX SPACING. V2' DRYWALL 2X& ® ❑ I'X4' SECURE TO BLOCK PT. NAILER WK2) 3/16' TAPCONS DOOR CAGING (MN. SHAM, SIZE J45 MIL HEAD 812E 300 1�1 MIN. EMBEDMENT I V4'1 iv WITHN W OF EACH END 4 18' O.G MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" �1WINDOA TO BLOCK +1 1/2" 3/4" BUCK CONNECTION (,11 �0 BLK DETAIL 2X4: cm SECURE TO BLOCK UV 3/16' TAPCONS (MR SNAK SIZE Job MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WTHIN a' O° EACH END ACI4 IS, OJ:. MAX SPNG. 2X6: CM SECURE TO BLOCK UV(2) 3/14' TAPCONS (MIN. SHANK SIZE .14b MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WIT14N W CP EACH END 0, CMU 4 B' OL. MAX SPACING. I/2' DRYWALL 2XV. CEO SECURE TO BLOCK 1'X4' WV(2) 3116' TAPCON$ P.T. NAILER (MIL 9HANK SIZE .Hb 'V16' OSUS. X 4'MIN. MIL HEAD SIZE 300 MIN EMBEDMENT I V4') DOOR CASING WITHIN 8. OF EACH END 4 18' O.C. MAX SPACWN DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAI® TO BLOCK +1 15/16" `� OA TO BLOCK +1 15/16" 2X4' cm SECURE TO BLOCK W/ 3A6' TAPCO45 MIL SHANK SIZE.145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11),') WITHIN VOF EACH END 4 1$' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED 690-M TO BLOCK THROGH NON-STRUCTURAL (UK2) 3A6' TAPCONS MIN. SPANK SIZE J45 3A6' TAPCCN MN. 1-1/4' EMBEDMENT INTO BLOCK. MIK HEAD SIZE 300 MIN E EIlTXl NT 1 14149 WITHIN 8' O= EACH END e' cm 4 W O.C. MAX SPACING. 1/2' DRYWALL 2X& CM SECURE t0 BLOCK ❑ 1'X4' WK2) 3AW TAPCONS P.T. NAILER (MIN SHANK SIZE 145 DOOR CASING MIN HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WTHIN V O° EACH END 4 IBM OG. MAX SPACING. DOOR JAMB OR UANDOW ATTACH TO 2X PER MANUMCTUI'i£S DETAILS. NOTE: SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAM TO BLOCK +2 1/4" �1AINDOA TO BLOCK +2 1/4" 2X4® SECURE TO BLOCK W/ 3AW TAPCONS (MR SPANK SIZE J4S MIL HEAP SIZE JWC MN. EMBEDMENT I V4') UT44N a' OF EACH END 4 IBM O1C. MAX SPACING. 2X6. cm SECURE TO BLOCK MLT2) 3A6' TAPCONS MIL SPA K SIZE J45 MN. HEAD SIZE JWW MN, EM693>MBNT 1 V4') UTHN V OF EACH END 4 Is' OZ. MAX SPACING: 2X& SECURE TO BLOCK W/(2) 3A6' TAPGGNB (MIN 844M SIZE Job MIN. HEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHN VOF EACH END 4 IBM OL. MAX SPACM-. NOTE: SHIM A8 NEEDED TO PLMB JAMB (DO NOT EXCEED V4') 8' CM 1/2' DRYULALL CELL TO BE POU M SOLID W/ 2}0W PSI CONCRETE REINFORCED UV (0 5 VERTICALLY MX4' PT. NALER 1A6' OSJ5. X 4' MIN. OCR CASING YM'16 OR WNDOW TO 2X PER :TU RES DETAILS, DOOR JAMB PTO BLK DETAIL 2X4: CM SECURE TO CLOCK IlbW*' TAPCCNS (MN. SHAW SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UUTHIN D' OF EACH END 4 ID' O.G MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3116' TAPCONS (MIL SHANK SIZE 14b MIL HEAD SIZE 30W MIL EMBEDMENT 1 V4') WITHIN a' OF EACH END 8' CM4 IE' O.G. MAX SPACING. Vl' DRYWALL 2XD: ® ❑ SECURE TO BLOCK 1'X4` UV(2) 31116' TAPCONS P.T. NAILER (MN. SHAM SIZE .Wb DOOR CASING MIN HEAD SIZE -400 MIN EMBEDMENT 1 V4') UAT14N 6. OF EACH END 4 18' O.C. MAX SPACING- DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE SNIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" n w Tn Ttr rx +s^ 2X4. SECURE TO CLOCK W/ 3/16'TAPCONB MIN SHANK SIZE J45 MN. HEAD SIZE 3" MN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 15' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL UV(2) 3/16' TAPCONS 3AW TAPCON MIN. I-V4' (MIN SHANK SIZE 148 EMBEDMENT INTO CLOCK MIK HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN a' OF EACH END a, C'MU 4 18' O.C. MAX SPACING. V)' DRYWALL 2X&. MW SECURE TO BLOCK P.T. NAILER W/(2) 3A6' TAPCONS (MIN. CHINK SIZE J48 DOOR 114a. MIL HEAD SIZE 300 MIK EMBEDMENT 11/49 WITHNN 8' OF EACHI END 2ND 2X SECURE TO STRUCTURAL MEMBERIIV12112d WTHIN W OF EACH END 4 W TO W O.C. MAX `- DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +3" ENDOA P(1 RT.(1(!x 4•A^ 2X4: CRI SECURE TO BLOCK W/ V4' TAPCONS (MN. SHANK 81ZE .Wb MIL HEAD SIZE 300 1 UUNDOWB AND DOORS SHALL 5E MIN. EMBEDMENT I I/4') INSTALLED AND FLASHED IN WITHIN W OF EACH ACCORDANCE WITH THE FENESTRATION END 4 IS' O.G. MAX MANFACTU149" WRITTEN NBTRUGTIONS SPACING. 2X6: am SECURE TO BLOCK WK2)1/4' TAPCONS (MIN. 844ANK SIZE 146 MIN HEAD SIZE 300 MN. EMBEDMENT 11W) UTHIN W OF EA04 END a, CM IV' O.C. MAX SPACINs. 1/U' DRYUly1 zx& I� SECURE TO BLOCK I'X4' WKW I/W TAPCONS P.T. "LEI (MIN. SPANK SIZE 14b MIN. HEAD SIZE 300 TAb' OSB. X 4' MIL MIN. EMBEDMENT 1 1/4') WTHIN W OF EACH ETD DOOR CASING 4 IVOr— MAX SPACING DOOR JAMB OR WNDOU ATTACH TO 2X PER MNUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16" yWB'iDOA TO BLOCK +3 7/16" 2X4 Cm SECURE TO BLOCK W/ VW TAPCO,B MIN SHANK SIZE .t4D MIN. HEAD SIZE 300 MIN EMBEDMI NT 1 I/4') WTHIN $' OF EACH END t W Of. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ME ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) V4' TAPCONS MM. 3/16' TAPGOW MIN. I-V4' ET"IBEROMIENT INTO BLOCK SHAM SIZE .Wb MIN. HEAD SIZE 300 MIN. EN1D NNT 11149 W OF EACH END 8, cmWITHIN 4 IVOr- MAX SPACING. In' DRYWALL 2X& ® X4` SECURE TO BLOCK P.T. NAILER WK2)1/4' TAPCONS V P.T. X 4' MN. MIN SHANK SIZE 145 MIN. HEAD SIZE 30W MIN. W' IT 1 1/4'1 DOOR OABRJG UTHIN a' OF EACH END 4 W O.C. MAX SPACING DOOR JAMB OR WNNOCU ATTACH{ TO 2X PER MANUFACTURES DETAILS. NOTE: 84 M AS NEEDED TO PLUME! JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3 3/4" l;.1AD1iD0A TO BLOC% +3 3/4" a 1441 R RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngro up.com AA #: 0003325 J F a � U 'n > O " � � m m Y G' V p 9 0 SLTimm 8c LAT ABBOTT PARK HAT #26 BLK #1 PHASE #3 P1iOJEOTfP 04181.003-26013 2[ODEL E402 "2636-LAKESIDE" GARAGE S11iLI40. LEFT PAGE: DETAILS 150 MPH EXP. C DAM 11/15/24 SCALE: 1/4"=l'-O" SHE&T D2 k k k k PRODUCT APPROVAL LISTINGS (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRONG -TIE STRUCT. COMP. WOOD 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 12/31/2024 11473.10 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 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 12/31/2026 13872.7 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 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 12/31/2026 10456.10 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 10860.2 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 12/31/2024 10441.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13904.6 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 10531.16 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 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. PANELWALLS EXT. SOFFITS 2023 FBCR 12/31/2026 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 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 FIXEDGLASS - 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 & 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 1786%1 ALL AMERICAN SHUTTERS&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 23956.5 THERMA-TRU EXT. DOORS 8'4' SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2026 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12/31/2026 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite 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 JAMES HARDIE BOARD ARTISAN LAP SIDING 2023 FBCR 12/31/2026 13192.2 JAMES HARDIE BOARD HARDIEPLANK LAP SIDING 2023 FBCR 3/31/2026 13223.2 JAMES HARDIE BOARD HARDIE ARCHITECTURAL PANELS 2023 FBCR 12/31/2026 19901.1 LAMES HARDIE BOARD HARDIE REVEAL PANEL SYSTEM 2023 FBCR 12/31/2026 13265.1 JAMES HARDIE BOARD HARDIESOFFIT PANELS 2023 FBCR 12/31/2026 30310.1 IKO ROOFING ASPHALTSHINGLES 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 41779 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 QUIK-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 12/31/2026 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 @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 08.07.24 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdes igngro up.com AA #: 0003325 g C V m 0 a ��dYY io a' 4 C C C is C 9ulm �TT 7074 PARK LOT #28 BLK #1 PHASE #3 P1iOJECT# 04181.003-26013 MODffi. E402 "2636-LAKESIDE" CSANACSE 9w'XKG: LEFT PAGE - PRODUCT APPROVAL LISTING 150 MPH EXP. C A CRA AR N Da11/15/24 SCALE: 1/4"=1'-0" 921MET D3 F r M r r PREPGR ED ccNtIRDL dolNr'�j FLAPYE OF CONTROL JOINTS Td BE WIRED TIED TO LATH - 9' Or- MAX(VERT-) NBC DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS DEYO.� EXCEPT STAPLES W/ SSECURREICCNTR LLJOIN o TfMP. DORM INSTALLATION \ =A6TEhERB TO BE SPAS--) T OL MAX V+ERTICALLY/ j' THICC 3 COAT CEMENT / i \ PLASTER WRB LAYER 4, FORTIFIEER BUILDING PAPER APPROVED METAL LATH FASTENED -I' (VERTU OL MAX 4T SUPPORTS 00 LAYER 1 �UbODSTUCCO WRAP 6WFATWNG LATH 64ALL NOT _.. Be CONTINUOUS T a• a• To e• THURaYH CONIR7L A MPOi nM. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOGCINC: PER ASTM CW63 PLACED FLAT MAX W TO S' FROM CONTROL JOINT WHEN NOTE,\ CONTROL JOINT FALLS ON FASTB$RS FOR LAT4 TO DE NAILS OR - STAPLES STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) of WR? 3. HWGKMG SHOUN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN 777777 O"M" TYPE CONTROL JOINT OL PCLD NwA1p a PT. A OL- WIAIm- PLA z Clil l . PT. D i °deal . PT. C NOTEL APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' - VERTICAL LAPS (ROLL ENDS) 66' • HIORIZONTAL LAPS. ALL SEAMS hEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATH4TAPE� ' X X X — . ~— METAL LATH MQZB LAYER 1, STUCCO WRAP 6' 11M PAPdi LAP BELOW ONLY , / WRD LAYER n, TORTIFIBER BUILDING PAPER 2 P R LAP SCALE. 11/U'•I'-®• ® KICKOUT DETAIL ® LFaLO InuRo-Pt.A z cmaAA! - Pt. e x CFE,ME - 4 }'OLD Pf. G OY79R PT. O T MAIM BOTTOIN ANi9B FLAim, AAN� lL1,ee TlfiHf aaiaR- �' TWCr, 3 GOAT CROENT PLASTER(ArAYIJ, W GGOAT Greg PLAIMIR (CPU) Its LAYER 4, PORIVIBER BUIL.DMKP PAPER fPRN'! ONLY) WRB LAYER 1, STUCCO UIRAP tPRatt cN.Y) LIP LAYM CF eUYDIl6 ~ ovm NALM A4m STOP wlea e� 1& AD" eFNIUIII M4£ dcn I e, IM.ITe ae ov El(rEiwoR n.W Ni lli CP MXP t weLL. mmRsi OIM OR J' THICK 3 COAT CEMENT PLASTER PETAL LATH Will LAYER •2• PORT¢IBER BUILDMKi PAPER am LAYER 1, STUOW UIRAP MOOD SHEATHMIC- VERTICAL LATH & PAPER DETAIL WOOD STUC SHEATHIING SIDE LAPS OF PETAL PLASTER BASES SHALL BE SECURED TO FRAMMIG MEMBERS THEY SHALL BE TIED WTH 0041S-IK (1314 M) WRE AT INTERVALS NOT MORE THAN 9' (229-MMA AS PER ASTM C1063. FOR REPAIR OF TEARS IN IU B LAYERS, TEARS MAY BE PATCHED UA4OUSE UIRAP TAPE PER MAMP. SPEC. OR PEEL t STICK ROOF STUCCO • LAT4{ • PAPER HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING° - OR CMU -WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) -J' THICK, 3 COAT CEMENT PLASTER(FIRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) -METAL LATH (FRAME ONLY) LAP WR5 + TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS r%ALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) - CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N T.S. UT2AP MATERIAL) OVER APPROVED HOUSE WRAP, FLdSHINC- TD EXTEND ONTO PIPE 1' OR LESS PIPE PENETRATION PIPE GUT AND OVER.AP ONE SIDE OF—J 8ELF-ADHERIN3 MEF®RME FLASHING 5TEP "I REQUIRED TO SECURE PIPE/ WRE TO PRA'1RNG N.T.S. WRAP MATERIAL) OVER 4'.4' SELF-ADHEIi iG P'®'BRANE RASH NM OVER APPROVED HOUSE URAP. Ej,A6lLING io EXTEND afro PIPE STEP *2 FiASFiMIG �"' UIRB LAYER 1• STUCCO maw WIm LAYER n, FORTEIOER BUL.DING PAPER METAL LATH SURF-APkEll MEMBRANE FLASHING OVER APPROVED -4'A4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED %* COAT. DEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHIING ELASTO•ERIC COATING OVER STUCCO/ GV. FINISH (SEE TYP U ALL SECTION) SECTION E SECTION 703.7 Exterior Iathinq and plas�nng Exterior use of with th. d cement plaster .hall -ply with the ap 926-on quiremenls of ASTM C 926-t8b. Installatbn of exterior lathing and framing shall mmply with ASTM C 1063t9a, or ASTM 1787. OF DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 112 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR -1/10" ZIP WALL 5HEATHING SELF-ADHESIVE FLASHING - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103-1.1 / ASTM C1m63-2015B, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigng(ou p.com AA #: 0003325 W O c 8C � ii 9UBDIV. & Lo ABBOTT PARK LOT #26 BILK #1 PHASE #3 PROTECT# 04181.003-26013 MODEL• E402 "2636-LAKESIDE" GARAGE 3WM0: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C FPHINT Dp11/15/24 SCALE: 1/4"=1'-0" SHEET WA1 M r INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM PLAN'sES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND i j,-- VENT -APPLY SEALANT ALL X JOINTS AND INTERSECTIONS �- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.i'a' CAULKING • JOINT ALL AROUND I I PER SECTION R703.7 I Exterior lathing and plastering I Exterior use of Portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. X- I- Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER M, STUCCO WRAP r, ;;-- - HOODED VENT x: }' THICK. 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 2, FORTIFOER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING TUCCO W LAYER M, SRAP LAYER 4, FORTIFIBER BUILDING PAF'£R WOOD CONSTUOTION ; —METAL LATH F. �" 0, CMU VINYL CASING BEAD 6' RAISED BAND 6' WIDE STRIP &ELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 011, STUCCO WRAP) WRB LAYER *2 (FORTIF15ER — — — — — SUILDING PAPER) METAL LATH X—x—x—x STUCCO WOOD OR 1/1ro' ZIP WALL 7/;;] SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C1063-20155, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LO FINISH 6' SELF ADHE5IVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES (9 DRYER VENT (BLOCK) WOOD CONSTRUCTION WOOD SHEATHING WOOD SHEATHING WRB LAYER 01, STuc o w IR STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER crRV-71ON /WOOD�FMISH - WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.G. MAX THICK, 3 COAT CEMENT v Cm PLASTER 76 TON MID -WALL WEEP SCREED Ye' TO Ye' MID -WALL WEEP SCREED i 1 �6' SELF-ADHE5IVE s : FLASHING BUILDING PAPER l Y, WOOD FRAMED OVER 'QUICK ' F — — — -j FLASH - WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME PIPE TH�WU�Csi I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION ti SCALE: KTS. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BAGK- ROLL PRIOR TO =1 =e- METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITW RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM `T — „" • '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES `-PROVIDE STUCCO SCRATCH COAT LARCsER 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 1.UR5 LAYER 01, STUCCO WRAP WOOD SHEA HOUSEWRAP BELOW CUT SUCH THAT NO MEMEIRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER be MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEF #3 —6, WIDE STRIP SELF ADHESIVE PLASHMG, CLEAN MASONRY 5EFORE APPLYING TEXTURED FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER 01, STUCCO WRAP WRB LAYER "I, STUCCO WRAP 0 APPLY 6e MIN SELF -ADHERING _ GRADE 'D' FELTVJ mm5RANE PLA5wIN' OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP -__ WRB LAYER r1, FORTIFIBER BUILDING PAPER 5TE *4 4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigrigroup.com AA #: 0003325 !!yy 6 � � Qi o 0 o s m ru o a 5! 9LTBD2V. 41e LOT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECTo 04181.003-26013 1[ODEL E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C STEP #E> STEF % 14n """= OELECTRICAL RECEPTACLE VATM 11/15/24 9 SCALJM 1/4'=1'-0" 8i1IET dd A2 WOOD CONSTRUCTION %" HAT CHANNEL TYPE 'X' DRYWALL UJOOD 54-EATHING W40 LAYER -1. STUCCO WRAP THICIC, 3 COAT C PLASTER WRB LAYER STUCCO WRY NO GAP INFIELD - (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10 DTL. ® CANT. SCALE: 1 IRE' • P-0' 3/4 RESILIENT AT CHANNEL 5/0' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD -WRB LAYER *1, STUCCO WRAP WRB LAYER n, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' SAP. • TOP O= WEEP SCREED TO 64-EATHM3 BEHIND UEEP SCREED 11D DRIP EDGE INSTALLATION 5/V TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD 6' SELF -ADHERING FLASHING WRAPPED • TOP OF WEEP 5CREED TO SHEATHING BELOW -WRB LAYER -1, STUCCO WRAP - WRB LAYER 02, FORTI BUILDING PAPER -6' SELF-ADI-EREING FLASHING WRAPPED • CORNER OF CANTILEVER 4' POSITIVE DRAIN W�FP SCREED WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER ry -WEATHER RESISTIVE BARRIER 02 k THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHORN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON -WEATHER RESISTIVE BARRIER h -WEATHER RESISTIVE BARRIER R2 -i' THICK, 3 GOAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION Or SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKNG PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER '1 WEATHER RESISTIVE - BARRIER 4 JT THING, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING: 4' F 1flFf= VE DRAM \ WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL J' THICK, 3 COAT CEME PLASTER VINYL CORER BEAD @pAANUILEVER DRIP EDGE LEGEND DRAINAGE PLANE (UJR5 LAYER 01, STUCCO WRAP) UJR5 LAYER 02 (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'103.1.1 / ASTM C1063-20185, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LAT44 DOES NOT MEET SPECIFICATIONS) FINISH LAYER (2 LAYER 3' X 3' 26 GA. CrALV. PEEL t 571CK)� METAL DRIP EDGE-,-� SET IN FULL BED OF 6' F'£EL a SEALANT, i4' MIN. STICK DRIP SPACFACE FROM DRIP EDCsE T TO FACE TO TREX DECK Ya GAP FOR BACKER I vxI % P.T. OR SIMULATED ROD t SEALANT WOOD (TREX) FILLER CONTINUOUS VINYLCASING BEAD WATER PROOFING let 01* `� WEATHER RESISTIVE LAYER (2 LAYER PEEL t 1 BARRIER #1 STICK) CLAPPED FROM ~ :` HEATHER RESISTIVE BALCONY DECK TO BARRIER 02 CANTILEVER 6' PEEL t STICK s DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA. CxALV. METAL DRIP EDGE - - ISET IN FULL BED OF i l�'XI 3'4 P.T. OR SIMULATED ! SEALANT, x' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Y♦' GAP FOR BACKS - VINYL CASING BEAD ROD t SEALANT I WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL i PEEL t STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BE J' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATWING W/1EXTURED 4 PAINTED HEATHER RESISTIVE FINISH BARRIER h WEATHER RESISTIVE THICK, 3 COAT CEMENT BARRIER 42 PLASTER 4'POSITIVE DRAM SCREED VINYL CORNER BEAD WEEP VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/ + CORNER BEAD FASTENED TO SHEATHING m l' O.C. MAX. f WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING: PAPER (14A CORNER BEAD @ FRAME z1/2 k CORNER BEAD (FASTENER s SPACING a I' D.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a 0 CORNER BEAD (9� BLOCK COLL M SHEATHING: UEAT+ER RESISTIVE -/ BARRI11 ER 01x WEATHER RESISTIVE j BASER -2 SAP. \ ( PEEL t STICK iJ � t : I)bk3' 'L' FLASHING i FULLY EMBEDDED IN ROOF CEMENT I Y/' X 3' 26 GA. GAL V. METAL DRIP EDGE YW GAP FOR BACKER SET M FULL BED OF ROD t SEALANT SEALANT V MIN. SPACE FROM DRIP IFACE TO 11REX VINYL CASING BEAD I3C� WATER PROOFING. t LAYER (2 LAYER PEEL t STICK) PPEEL t STIO< � SUB F\LOOK I _ C; WOOD 5HEATHING WRB LAYER M, — STUCCO WRAP CONTINUOUS 4* GAP FOR SEALANT OPT. BACKER ROD. - -MODIFIED SO 3/4 RESILIENT HAT CHANNEL HEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER •2 EXTERIOR COLUMN COLUMN 64-EATHING 6' OAF. �I VxV 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I J¢' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, K' MIN. SPACE FROM DRIP WATER PROOFING let LAYER (2 LAYER PEEL t STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THIC:4C, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL �•\-METAL LATH W/TEXiURED t PAINTED WOOD SHEATHING FINISH a' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER WEEP SCREED IN FIELD VINYL CORER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION C& COLUMN (W/"L" FLASHING) SCALE: NTS WRS LAYER 02, FORTIFIEsER BUILDINIG PAPER—--,, METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING: DRIP CAP WINDOW FLANGE WRB LAYER "2, FORT 5UILDIWG PAPER METAL LATH I THICK. 3 COAT cm PLASTER WSELF-ADHERING FLASHING: DRIP CAP WINDOW FLANGE — 1�B CASING BEAD (9) WINDOW ( FRAME, NO BAND) SHEATHING: ' WRB LAYER 01, STUCCO WRAP T 1 I WRB LAYER "2, FORTIFIBER I 1 BUILDING: PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT '.. VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde igngroup.com AA #: 0003325 � � a m 0 � g go. m T W C W C C C It y su8D3v. L� � oT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 MODEL- E402 "2636—LAKESIDE" OARAG3C STT/INGt LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. Cvff I 0 PRINT DATE: 11/15/24 19CAL M 1/4'=1'-0" SHEET WA3 k k k k k WOOD SHEATHING UN45 LAYER M, STUCCO WRAP WRB LAYER 02, FORTIF15ER 5UILDING PAPER METAL LATH t THICK, 3 COAT CEMENT\ PLASTER 6'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WF 51 VI C, WF Eu ME a' Pt b FL I- CASING BEAD @) WINDOW (15C (FRAME, W/BAND) SHEATHING I WREN LAYER "I, 4 stucco WRAP WRB LAYER "2, FORTIFIBER ENUILDIN�s PAPER METAL LATH THICK, 3 COAT CEMENT .(EXPLODED' VIEW FOR PLASTER CLARITY) -I WOOD SHEA METAL LATH WRS LAYER #I, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SI-IEAT4NG 4' GAP TYP a' THICK 3 COAT CEMENT CASING BEAD PLASTER To TRIM METAL LATH IX TRIM MEMBER IS STUCCO TO SIDING TRANSITION UA0 LAYER 02, FORTIFIBER BUILDING PAPER SIDINCs� WOOD SHEATHING L--LAYER , STUCCO 01,WRB LAYER ry, STUCCO WRAP STUCCO WRAP CASING, DEAD 6' SELF-ADHEIMING FLASHING OR PEEL i STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) 1Rn1 NocK zm "LL / - 9 NARDIE'PR£VAIL LAP am) / 14/2' . 12' .a /' I «u3)sz.s1 I d FLASS141W. DNERhYs t 1 I / \ \ STARTER anelP I I \\ J vl6• TNicic zIP wALL �FLrnaw y 6V8 ADWR[W. ASHM GALV'D METAL L NOT Gg" OR IUtBT aIMULATED� MEMBER I e / / i4- X 6' W-ULATED I WOOD TRIM T'EMiBER OR APPRav= SEALANT SIDING TO STUCCO C1 BLOCK TO FRAME �� TRANSITION i/ WRS LATER #1 06yo STUCCO WRAP wom WRB LAYER #2, FORTIFIBER I.Aea1DING—, h, 1 BUILDING PAPER 1 METAL LATH / STARTER aTRIP� DO NOT GAILJG OR I (EXPLODED 8" THICK, 3 COAT CEMENT�� VIEW FOR PLASTER GALV'DMETAL�' 'r FLASHING CLARITY) 1 ` xT" MEMBER X< E-2 6F 1D VM7L CASMG-, BAOKER ROD) PVC I - FLAESWW.D� • TFIIClC 9 ATT� UEATHERPRLESISTIVE BARRIER CASING BEAD C RAISED 17 A BAND ( FRAME) SCALE: 1 1 /2' =1' -0' ' THICK, 3 COAT CEMENt SEALANT PLASTER METAL LATH WINDOW FRAME ,( / �..-... -., WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z���VINYL CASINGZ���YINYL CASING, (W/Ys' FLEXIBLE PVC SACKER ROD) WR8 LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2x FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP TNs BAAIR IERE'R TTOO�ILAP C - i FLL46Aaa4W.TOP 1� I E o LLB44T RESISTIVE j \ \ GALV'D METAL W FLASHING / i �' DO�NOT GAIll.K OR UEATflM RESISTIVE BARRIER TO LAP 61 Mft ABOVE TOP of •r FIN LyyA��SIaING U):— Tmm MEMBER R 1 1 I FLASHINs \\\ i GAP UVCAULKMG \ i�": 1 OR APPROVED SEALANT �'�`.. TtNERRESISTIVE E-Z BEAD vlNri W. BMACK6RROD) PVC SIDING TO STUCCO 6 FRAME TO FRAME 1%n� TRANSITION Y4" GAP TYP CASING 5EAD TO WINDOW r J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER *I, STUCCO WRAP &' WIDE PEEL ! 5TICK OVER FLANGE E-Z BEAD VINYL CASING (W/3/H' FLEXIBLE PVC SACKER ROD) -APPLY FULL BED OF SEALANT BETWEEN FLANGE a BUILDING WRAP EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTP15F-R — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 0 WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C1063-20188, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 m � V a 0 �Q w A a SVHDIR & 7JDT ABBOTT PARK LOT #28 BLK #1 PHASE #3 PROJECT# 04181.003-26013 M0DEL• E402 "2636—LAKESIDE" GARAGE BVrDCG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 .MPH EXP. C D � 11/15/24 SCALE: 1/4"=l'-O" 81CMT dV A� -- AVAILABLE SEES MOUNTING S-AND t0' SH— IN 4' GALVPNIZED CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY ALIGNED. VENTPIPE IS SEALED IF UTIL ZED. NAIL IN PLACE USING 1-- NAILS AT F-H CORNER. ROOFING CEMENT PREPARATION SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENT NE PERIMETER AS CUT CUT THE GODS ENECK VENT OPENING IN THE ROOF SHEATHING.SIZETHEOPENINGINACCORDANCE—THE REGO-ENDED IN SEVERE WEATHER COASTAL GONSTRUCtbN ZONES. CHART SHOWN. IN THE EVENT A MECHANIClLL VENT FAN IS USED SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURES PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING, SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER J TINGLE& OM VENT FLANGES TO LAY ON L I THE TOP F THE THE TOP OF THE SHINGLES. E o ROOF HOOD VENT DETAIL SCALE. NTS AT 6' ANGIXAP��46' \ UrCA.T MY USE Rat R LIE OF USNPOW— OPENING I FOLD WCUSEW N AT JAMES 1 APrRDVW MOUSISSRAl \ OVER S{-ATHIIG OVER WD STUD WALL SLOPE SILL R STEP 1 PLAEHING O"'m NAILING PLAtGE JN ®S M 11 BELOW SILL YsMIN FLEXSSLP F1431JMG DO NOT SEAL BOTTOM --' PIN STEP 6 SELF -ADHERING, PLASHING Olm VINYL HEAD FLASHING (WT14 MO DAMS)NAILING FLANGE V MIN SE-F-ADH PLASHIG MIN fL.604VEYOD JAMS RASHIPG INSTALL vlm DRIP OAP STEP 7 MOLDED AROUND BASE OF PIPE ANDC-R FLANGE ALIGN FLASHING am W. EDGE OF SILL RO. MEC]LWICN.LY FASTEN FANED EDGES. (CAP NAILS, STAPLES) INSTALL DURONi FLEkUIRAP AS TH PLASLN3 AT TbA ASPHALT SATURATED FELT SHINGLE COURSES LAID OVER UPPER PORTION OF FLANGE PIPE NEOPRENE BOOT 1 PLUMBING VENT DETAILS SCALE=NTS wPLY 1*1 V Sl1ALAN AI-E6 AM wPLY TO AL70W NA LANGE N Re-PINrJ IDLES OR AM ADHESIVE — DdaLE PLA&!NG VER DRIP CAP E:TO-WRAP NGLI[w WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALrE: NTS VALLEY 36'WDE VALLEYFLASHIN CENTERLINE dO FASTNERS WITHIN SOS ORHEAVIER FELT 6'OF CENTERLINE EES IN FS II ENp IN UNDERLAYMENT E—DENDSHINGLE ASPHALT AT LEAST IY BEYOND VALLEY CENIERLINE ROOFING CEMENT I"CLIPPED OFF CORNER AT 0.5 DEGREES SHINGLES TRIMMED T BACK FROM VALLEY CENTERLINE mom L IT Is THE CONTACTORS 110BPON ESILTY TO VERIFY ROOF VALLEY DETAIL THE DOIPATIS ALA TS ALL PRODUCTS MCLUDMG M�UMPA SEALANTS A SELF-ADHEM SCALE' NTS FLA MI G MATERIALS USED OUI¢ING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MA LFACTkQ30 URRIEJ SPEWPICATIONS SEALANTS MAY REACT ADVERSELY IF NOT COMPATEIS e NOTE. GLEAN AND SEAL JAMS TO BILL JOINTS WIT++ DOW IM FOLLOWIN@ COMPLETION OF EXTERIOR RETROFIT WOW NOTE: REPAIR 6GHEME SHOWN SNALL l9E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTIMMON BELOW THE WINDOW OPENm REAL INTERIOR PERIMETER OF WINDOW WITHI IS APPLY 081 H2u !O ELLLAU SEALANT . WMDCRkTM1I JOINT. VLUV APPLIED FLASHING (LANCO UNITE -SEAL W"" OR EGWiU. SLOPE SILL TO EX L IT IS THE CONTACTORS RESPONIMILTY TO VERIFY 11,E OOM PATISILITT OF ALL PRODUCTS ING= G SEALANTS 4 SELF-ADHERNM K-A8HMG MATERIALS L'SED DURING CONST04=1011 2. PLASHSG AT EXTOWN WINDOWS AND DOOR OPENINGS %H BE INSTALLED M ACCORDANCE UTN MANIIPACTURER'S INSTALLATION NSTR)CTiONB AND APPIRYED MT140D U OF FSO RUDIJA U IN ACCORDANCE UTM FENESTRATION MANPACnjQM S INSTALLATION AND FLASMMG MSra)crlaaS. U1410 1W, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBI WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS T 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngro up.com AA #: 0003325 w 1y h � x V m io � j�qp R C C Q Summll �TT LOT: PARK LOT #26 BLK #1 PHASE #3 PloJECT* 04181.003-260 3 iiODEL• E402 "2636-LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C D Tm 11/15/24 SCALE: 1/4"=l'-0" SHEET WAS _....._ 11 L.T T - -- 41 41 4' Yoo —�� 2x6 SU$-$ANb I W/I'x4' NOTCH o END, WRAPPED IN PEEL E STICK METAL Fascia weaP 1. DRIP EDGE Al TEXTURED 1 \ FINISH a WOOD 1 \\ 2x6 sue earn + 1/2' TEXTURED \ I j FINISH a CMU / \\ r/ METAL FASCIA WRAP%' FROM \ FLAN \\ © FLAN E3 STUCCO, P FROM \ ------ i WOOD WALL 1 \\ —EXTERIOR WALL ! (FRAME OR CMU) \ \\� \\ NOTE: NOTCH FOR 2X6 SUB $AND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DEGK($EYOND) `\ DRIP EDGE, I' OFF WALL \ )XNOT INTO STUCCO) oor \� I �1/8' TEXTURED FINISH s /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SU$-$AND W/I'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL SUB BAND 2' OFF WOOD WALL -1/8, TEXTURED FINISH a W1OOD, 1/2' TEXTURED FINISH a CMU METAL LATI4 WOOD SHEATWING OR CMU WRO LAYER 01, STUCCO WRAP (FRAME ONLY) U� LAYER -2, FORTIFIBER BUILDING PAPER (FRAMIE ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT F'RE-ENGV TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS &'-S' O.G. MAX. 2x SU$-$AND W/%'x4' NOTCH 0 END AL FASCIA WRAP DRIP 5DG;= EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x ` x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x - DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) METAL FLASHIN3, WRAPPED MIN. Y4' ABOVE HOTTOM OF ,y, = DRIP EDGE 2x SU$-BAND WAYx4' NOTCH 9 END, WRAPPED IN FEEL E STICK Vj -ROOF CEMENT a ROOF EDGE OMITTED FOR SUB BAND DETAIL @) WALL CLARITY W/KICK-OUT T 1 -1[ _ - 1 -- 1 1 1441 N. RONALD REAGAN BLVD LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r4 fi � !!yy S � qV z s �. w a C C C SVSDIV. & LOTtl ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJ=T# 04181.003-26013 UODEL• E402 "2636- LAKESIDE" GARAGE SWUM. LEFT PAGE WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. C ROLQV A V. AR NO WAO Pw 11/15/24 DATE: SCAT- 1/4"=1'-O" Ski=T v v T A6 r TE-2 — — — — — FM-12x18 1 F-24X2 ' I 1.1 I �� Ic� LL 4" CONC O w �a o TOP QF -7 SLAB ro N I 0 \\\\\ 73 1/2" I 4" PVC.:,\\ CHASE \\ - FM-12x18 4 I ,I 19'-4" 20'4" I\`O \ \\ I LLI z U � I _ O a I I' .I I I � I I A 11 I � I W I� j�Z II I io ' Ix a2wii - 1 � II I ILL r O� 11 1 EXTEND SLAB 11/2" u N CL I L TE-1 — — — — — — — V 5 112" N 151 I e TOP OF SLAB ( 3'-2" 1'-2 I� to Iw I ILL I� I I N I 1.1 p EXTEN I FM- 11 N SLAB i t/z" L 12x18 LL N 3 112" FMC-12x18 I FMC-12x18 2 T-5" (4" CONC. w LL 4 0 +-7 1/2" 4 7.1 I o SLAB o a 1,1 - )*31/2" FM-12x18 — 1.1 — — --- im----� I M-12X12 I� 1 1 I — FM-12x78 J a T7 ��� 2'-8" 16'-0" 2' 8" 10'-4" 4'-0" FOUNDATION PLAN SCALE: 1/4" = l'-O" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4', 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. 1113INDICATES #5 BAR, E1INDICATES #6 BAR,UNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT- ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 RISE. 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 6) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 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 UPPERJOF SLAB SUPPORTED S-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 I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31Y2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's - (+)0'-0" FMC-12x18 12" CONTINUOUS 18" - (2)#5's #5 IN CURB VARIES FMA2x12 12' CONTINUOUS 12" - (2)#5's (+)0'-0" FM-12xl8 12" CONTINUOUS 18" - (2)#5's VARIES TE-1 8" SEE PLAN 8" - (1)#5's TE-2 12" SEE PLAN 12" (1)#5's `� (1)#5 REBAR VERTICALLY W/GONG. U POURED CELL a 8" CMU a 5 #4 REBAR @24" O.C. @ CENTER OF SLAB Qo 0 I F 4" GONG, REINF. W/ _ I % 6"x6"#10 WWM ON 6-MIL POLY ETHYLENE D VAPOR BARRIER ON X I-0 WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE g' u BORA-CARE o 12) CONT. #4 REBAR F2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR 95% 12" MIN. DEPTH INTO _z COMPACTED SOIL VIRGIN OR ENGINEERED SOIL Ho SLAB HEIGHT LESS THAN 3'-6" PER FIAN EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL r SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 F N }� m 6 F rA m m A ff ----j BUHDIV. & LOT ABBOTT PARK LOT #26 BLK #1 PHASE #3 P1iOJECTp 04181.003-26013 1[ODEL• E402 "2636—LAKESIDE" GARAGE 8TMCG: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. C LOGAIC �/ PRWT DATE: 11/15/24 9CALM: 1/4"=1'-0" SHE= si 41 3a' MIN. EACH WAY ff MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • •40 CELL SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE AND • k �D ° SPACING REQUIREMENTS a cl SPACING REQUIREMENTS 1 ' v_ °�jt • GARAGE DOOR ro m w - ° �pD W RECESS v om • Iv FM N 8" CMU WALL 8"CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR a. 1p = z_ IN FOUNDATION WITH 30" LEG EACH �' N +- 0'-0" 0'4' . .. d WAY AT ALL CHANGES IN DIRECTIONS I • SO THAT THE STEEL REINF. IS CONTINUOUS q, TOP OF SB LA TOP OF SLAB �° aa.--...._: a may,.-_� • ° _ v MATCH AMOUNT OF CONTINUOUS BARS I FOR ° SEE SLAB SCHEDULE EXT. PORCH SLAB a BAR SIZE 48 BAR DIA 4 CHAMFER (1 STORY) '-° #3 18" E. °(q/j TOP OF GARAIGE < ° -SEE SLAB SCHEDULE EXT. PORCH SLAB 4"CHAMFER '-- - sl ° v. ' -�LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASCURB NRY UNITS SET p„ AT ELEV. W/1/2'ISOLATION 6' CHAMFER (2-STORY) JOINT (WHERE - - - #4 24• (1 -STORY) Wl 12" ISOLATION -` 6" CHAMFER (2STORY)�F X.Hl APPLICABLE) - SEE SCHEDULE #5 30 JOINT (WHERE APPLICABLE) 4 BEE SCHEDULE ANSITIONS ARE MADE FROM FOUNDATIONS HAVING E FOR 11, BAR SIZE AND BAR QUANTITY #6 36" AND z FOR WMD, BAR SIZE NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ENO #7 42" _ EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE: 3/4"=1'-0" CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" 4 SCALE: 314"=1'-0" 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE LAP TOP PLATE AMIN. OF 48"--�� LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON 4 NAILS. 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48"-�� LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN TAPCONS WALL W/SYP WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE CURE BT. PLATE 70 SLAB WI F/EPDXY PLANS FOR SPACING. SINGLE BTM. PLATE TO 8E PT. WALL W/ SYP No 2 STUDS SEE TO 8E PT. PROVIDE DBL TOP SHWEDGE ANCHOR W/ 2" SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TOASHER PLANS FOR SPACING. SINGLE BT. PLATE TO PLATE 6-1/2"EMBED. MIN. @ 16" OC SLAB W/tOtl MASONRY BTM. PLATE TO BE PT.SECURE PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL SIMPSON SPH4 OR SPH6 MAX. NAIL 17' O/C STAGGERED. 12" STAGGERED. BTM AND PLATE ADDITIONAL METAL ITI ADDITIONAi META BOLLARD ANCHORS WP x 1/2" CONNECTORS NOT CONNECTORS NOT J SCALE: 3/4"=1'-0" COMMON NAILS FILL ALL REQUIRED WHE REQUIRED WHEN NO HOLES, DO NOT USE 10d x 31' SLAB SCHEDULE UPLIFT IS PRESENT. a SEE SLAB SCHEDULE UPLIFT IS PRESENT. NEW REINF. BAR [SEE + ° °' + 0' o" SEE SLAB SCHEDULE o a SECURED W/ 2- PART TOP OF SLAB a ° . d a TOP SLAB EPDXY. MIN. EMBED . UNO - ° d TOP OF SLAB FOLLOW ALL MANF. e �- a SPECIFICATIONS FOR USE AND I PREPARATION OF wQ 4. HOLE. •a .�°�'a d SEE SCHEDULE EQ. EQ. SEE SCHEDULE EQ. EQ, SEE SCHEDULE FOR MO, BAR SIZE AND BAR QUANTITY o O FOR MD, BAR SIZE FOR MD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY Q 7CHAMFER(1_STORY) INTERIOR CURB FOUNDATION WOOD WALL R INTERIOR CURB FOUNDATION WOOD WALL / INTERIOR FOUNDATION WOOD WALL I 9 1 SCALE: 3/4UR {W! UPLIFT) `• SCALE' 3/4"=1'-0" {NO UPLIFT) 6'CHAMFER (2-STORY) SCALE: 3/4"=1`-0" (NO UPLIFT) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 314"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS POUR SOLID FIRST FOUR 4 COURSES ( ) _ o Z W/3,000 PSI GROUT TO NEAREST m REINFORCED CELL PAST LOCATION OF CMU m W u OVERHANG IN EA. DIRECTION FOR a OVERHANGS OF 314" TO 1 112" MAX. o w ° 8" CMU WALL 8" CMU WALL " `O B" CMU WALL - +- 0'-0" TOP OF SLAB - a TOP OF SIAB - - - ° - TOP OF SLAB 3/4" 1 7/2 TOP OF SLAB ° SEE SLAB SCHEDULE s SEE SLAB SCHEDULE z EXT. PORCH SLAB °- ' BAR SIZE 48 BAR DIA. < 4"CHAMFER (1-STORY) Q MAX,Q H.4 ' "ISOLATED" COLUMN PAD W/ 1/Z' ISOLATION #3 18" "' C ° a 6" CHAMFER (2-STORY) - CONTACT A.O.R./E O.R. FOR OVERHANGS CENTERED UNDER WALL AND JOINT (WHERE #4 24" A= GREATER THAN 1 1/2" FOR REPAIR -�.--� POURED MONOLITHICALLY WITH APPLICABLE) z - MATCH STEEL #5 30" ° OVERHANG LESS THAN 3/4" REQUIRE NO -- - - FOUNDATION AND SLAB REINFORCEMENT 6" PVC CHASE #6 36" • REPAIR SEE SCHEDULE THRU FOOTING #7 42" PER SCHEDULE 6'PVC CHASE THRU FOOTING FOR MD, BAR SIZE AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WkDBAR SIZE PER SCHEDULE REPAIR DETAIL CMU OSCALE COMBINED EXTERIOR MONO- AND BAR QUANTITY PVC CHASE, Cl2 -- FOOTING AND COL. PAD THRU FOOTING 3/4"=''°"VERHANG 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP.Com M;S011 325 F h � pC q .; m jqy F C C C Fi 9ulmrv. & LOT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 MODIM E402 "2636— LAKESIDE" GARAGE SWnJG: LEFT PAGE: DETAILS %150 MPH EXP. C i da a A NWO I PUMT 11/15/24 DATE: SCALE' 1/4"=1'-O" SHEET S1.1A f __._....I _ T-.�.. I _ 4'-10" a 0 22'-4" a 26-4„ Y �o v 8,_5„ cV O i'-7" 0 m cS d' V Y ro o � 0 a 0 d� lV n - n 10'-8" DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.at)designgroup.com AA #:0003325 F pp ?O §� Y �i 9UDDIV & LAT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003— 26013 MODEL• E402 "2636—LAKESIDE" GARAGE SVMM0 LEFT PAGE: DOWEL PLAN 150 MPH EXP. C � - • •t rc J RINT p:c!c�;?1:1, i/15/24/4"=1'-0".2 k k k TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/10'HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. .. TC HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM L'+ VARIES PER ELEV. ° °4 #S BARS s 10" HOOK " CLEAN OUT REQUIRED FOR INSPECTION o U-0" FIN. FIT, - - ° TIE ERTICAL REBAR I:�; a - • TO HORIZONTAL ° I q p < R REBAR W/10" HOOK • BAR SIZEI 48 BAR DIA. I� °I R #3 18" o #4 24 #30 6 ° ^ CMU UNIT DIMENSIONS _ ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 486AR°'^ HORIZONTALNERTICAL #7 42" HORIZONTALA/ERTICAL METHOD #3 18" #4 24" #s 30" •�/ MASONRY SYMBOLS 3 SCALE 3/4"=1'-°" REINFORCING �,� REINFORCING #; ;�.. &----SCALE 3/4'=1'-U' G SCALE 3/4"=t'-0" 8"x8" MASONRY COLUMN W1 (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN FOUND DOWEL IN FOUNDATION ❑ © (,,DOUBLE FILLED CELL SCALE 1/4"=1'-U' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde igngroup.com AA #: 0003325 F y K � Pi m q � Q o LL m A � 3 aJ. 9uswv. & LOT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 MOMM E402 "2636—LAKESIDE" GARAC3E STFMG: LEFT PAGE. DETAILS %150 MPH EXP. C nw� 11/15724 SCALE: 1/4"=1'-O" SHEET S 1. 2A r r r FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W! (8) 10d x 1 112" 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, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE RRRZRM 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, FE.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (% W) SIZE W'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID 4SPACIN.BB1 MASONRY 3000 8x8 — (1)#5 GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1 T/OM/06 8F76-1T/0M/0B 8FI6-1T/OM/OB 4'-G" 4'-6" 9'-4" - m IioN GT 8F16-lT/0M/0B 0 o: LIFT BEAM PLAN SCALE: 1/4" = l'-0" BB1 @ TOP OF WALL EL. 8'-0" WHERE ROOF TRUSSES BEAR, UNO. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F C F m h 4 adddttt a� a' G F G LIT-) ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 MODEr.4 E402 "2636-LAKESIDE" GARAGE STf MG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. C I A DATIM 11/15/24 9cAr.E: 1/4"=1'—O" armor S2 - F__ #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 39 TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SC 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 115 BAR BENT AS SHOWN I\ #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HGDKCORN ER BARS 3 AT CORNER STEP SCALE: 314-T-O" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL 50 THAT VERT. REINS BAR CONTINUES THROUGH LINTEL. NOTES TO THE INSPECTOR/CONTRACTOR TYP B„x8.. jr--,#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2_ IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" - 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL •. REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PBREFE 8x16 DEL. BOND — TOP OF o F se BEAM W1(1)#5 BAR BOND EBBOND EB A. EACH COURSE W16 BOND BEAM TOP OF FFILLED W{GROUT W/(1)#S BAR BOND BEAM p = U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S; IN E BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 Pic �E EO �18 PRE -CAST CONCRETE — 6-1 T/ 1 �7.01F,11'S, B LINTEL W/ BAR LOCATED PER , s Q�6 HEIGIHAL BEAM SCHEDULE # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THATXFXX- iTAM/OB INDICATES A DOUBLE BOND BEAM BOTTOM ANDXFXX- tT/GWGB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iTM M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW I F __ PRE -CAST a37/4" - d WINDOW z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1!2"=1'-D" I SINGLE #5 CORNER BAR, 30x3O TURNED UP / OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL D. BONBEAM _E REINF. BARS PROVIDE #5 BAR SARIS) AT EACH SIDE STEEL REINF. OF OF ELEVATION 3ROUTS BENEATH BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM MASONRY BEAM DESIGNATION SCALE 3/4"=7'-0" PRECAST HEADER (MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK S1ZE145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1i4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 /-4S.11..LOCKIN.- 1/4" ) 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT r-7/16"OSB SHEATHING �CMU WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3!4"=1'-0" NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 J" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE. d. = END DISTANCE = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s; = SPACING BETWEEN ROWS OF FASTENERS a= EDGE DISTANCE -MUST HAVE 2OR MORE LONGITUDINAL ROWS OF NAILS $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. WOOD SECTION FAST37ERSPXX4G 4=2"MIN, 2," MAX sa = 2y' MIN, 9" MAX (2) 2x4 sr =7 j' MIN, 2," MAX a=J'MIN, 2�'MAX 4 =2" MIN, 2 a' MAX sa=2f MiN, 9"MAX (2) 2X6 sr =t �" MIN, 2 �' MAX e,=j MIN, 2�'MAX da =2" MIN, 2 j" MAX a=2 J"MIN, 9"MAX (2)2xB s =1 }'MIN, 2 �' MAX ea =JJ'MIN, 2 J" MAX 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ILI W Qi m m � W C � Q .ci ill ti I I I J .9UDDIV. lC LOT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 MODEL• E402 "2636-LAKESIDE" GARAGE STrM0. LEFT PAGE: DETAILS 150 MPH EXP. C I _ - _- __...___ .. — _ "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 SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-0B amr,1T/0 0-1T/ 24-1T/OB 8-1T/OB /32-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8J20-1T 8/24-1T 8/28-iT 8(32-1T 818-1B 16-1 T/1 20-in1 /24-1T/1B 8-1TnB 32.1T/1 8/8-2T 8116-2T 820-2T 8/24-2T 8/28-2T a732-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6° PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7D01 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 398 591 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 3686 4249 5' 4" PRECAST 411 411 5' 4° PRECAST 1016 1806 2374 2944 3513 4064 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470036 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6-6" PRECAST 410 721 6-6" PRECAST 835 1201 1578 1955 2332 27D9 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7' 6" PRECAST 570 938 2498 2205 2698 3191 3685 T-6" PRECAST 303 534 T$" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 426 633 1593 2204 2481 2818 2621 9`i PRECAST 192 384 9'�" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2619 10'-6" PRECAST 388 487 1247 1767 1904 2163 2020 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1D42 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 28M 3630 11' 4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 544 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 1586 2048 2586 3171 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1046 1365 1732 2157 2535 13' 4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 1046 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 16M 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 164" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 68a 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'4" PRESTRESSED N.R. NR NR NR NR NR NR 1T4" 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 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 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 27-0" PRESTRESSED N.R. NR NR NR NRMR, 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 12a 174 2a5 302 360 ate - 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: 407-7744078 mmabdesigngroup.com AA #: 0003325 •Z �y 8 S o � q o s m m a 9LTDDIV. & LOT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 MODEL• E402 "2636-LAKESIDE" GARAGE 31PIMG: LEFT PAGE: SAFE LOAD TABLES 150 MPH EXP. C PRINT 11/15/24 DATE: SCALE: 1/4"=1'—O" SHEET S2. 2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W! (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR. SIMPSON LTA2 W/ (8) tOd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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. HOWEVERTHE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACTUATED FASTENER, ZF 72 PBS36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PIACG ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAW AT LEINAST 8' FROM THE CENTER OF THE COLUMN. 0 0 0 m 0 z O O O CJi CJ3 CJ5 CJ3 CJ1 0 U I Ca I 3 U U II fl II II II Il � II II II II II II I II II �'� p 11 11 11 II it 11 ❑EJ711 It It 11 11 1 11 1Q 1 _= 11 11 11 If 11 It If I1 11 11 11 I A8G A7A__ ASA at j — 5f If 3.1 TRUSSES Q24" O.C. zz-•x5r- 4" -�----- ATT --_I ACCESS -- )LT—'---1r1---- --U-- 4__ R U II II II If EJ5 II 11 FRAMING PLAN SCALE: 1/4" = V-0" a B1A =_ CJ1 CJ3 CJ5 CJ3 ° "E15 11 CJ3 CJt a ii n CJ1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. WI SIMPSON LTA2 OR HETA-16 USED TO BRACE TOP OF WALL. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 WwwAA bdeslll,=pxom #: 0003325 t!yy � a 6 d, � � g � LL Salt m ;p a, �. nei .Ci nCi 4 s—ul3x ee r oT ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 3[ODEL• E402 "2636-LAKESIDE" GARAGE SlnMM* LEFT PAGE: FRAMING PLAN AND NOTES %150 MPH EXP. C AA No DA 11/15/24 SCALE: 1/4"=1'—O" \� SfiEE(T ICJ 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WIT (9) 10d x 1 NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #22' x 4", HTSM20 W/1010d TO SHEATHING 16d x 1 NAILS TRUSS 10d x 1 2' NAILS TO 8" x 4NAI MAY ADDED TRUSS AND (4) 1/4" x 21/4" FASTENER SCHEDULE" SIDE, DEL STRAP, 1 EACH SIDE, VERTICAL DE GI GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" W O TITER 2 ANCHORS TO , APPLICATION OR WRAPS OVER MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #22"x4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO •,'• # 1900 UPLIFT (2) SIMPSON (16) tOd x 3 a" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. INSTALLED N PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" CONNECTOR OPPOS0ITE FACES OF WITH (12) 16d x 3' NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS25 GIRDER TIEDOWN TRUSS AND (4) 114" x 2 1/4" TITER 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4)g'' x 5"TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SEE ARCHITECTURAL a' x 2' TO GIRDER 2x SECURED Wf (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2),"' x 5" TITER HD TO CMU AND (18) SDS" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 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" TITEN HD TO CMU AND (18) SIDS 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED BEAMSEE MASONRY BOND BEAM 12" O/C SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L.1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & Z APART C ALLOWABLE UPLIFT = U 4395 LBS, L1430 L S (2 PLY) CALLOWABLE UPLIFT=8685 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 1 a 1 b 1 c �_ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR SCALE 3/4'-T-0" GIRDER CONNECTOR S - ( ) 2a 2b 2c SQA E 3/4"=''-0" 3 SCALE 3/4"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 Not 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 U-0" TO 320" (1)"X" BRACE SEAMS) 30'-1"TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BILK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W12' FROM CENTER TO END. WASHER SET IN HIGH 9'-aMAX (Wn X4) oR iv-o"MAx (w.4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEEARCHITECTURAL MIN. EMBED. AT 32"OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P T. PLATE W/ 12d's 8" BTM. CHORD STIFFBACK (AS PER O.C. MAX Ei BRACING, SEE PLAN FOR LOCATION MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS — a REQUIRED TO BE INSTALLED @ A. 1,", O.C. MAX I BTM. CHORD OF T IT WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF DEPICTED SEE PLAN BLOCK WALL W/ GABLE END COMMON NAILS AT EACH HORDtl INTERSECTION TYP.�� BTM. CHORD BRACING / PRE-ENGD TRUSS SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE NQTCH DEPTH I,4 D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER <215'D SGL STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10AOR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F. AND F2 FORCES. BTM. HOLE DIAMETER PLATE <315`0 DBL STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS V SCALE'. 1 1/2"=t'-0" SCALE:3/4"=1'-0" 1441 N- RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 w .abdesigngroupxom AA #: 0003325 F Pi m O S o r m m Y 4 4 9xmDIV. de LAT ABBOTT PARK LOT #26 BIZ #1 PHASE #3 PROJECT# 04181.003-26013 MoDEL- E402 "2636—LAKESIDE" 0A1tAGE 91FW +: LEFT PAGE: DETAILS 150 MPH EXP. C �TV 2 DAM 11/15/24 HCALE: 1/4"=1'—O" SHIM" s3.1A -..I_I _.._ _--I�� I I.- I. _.---_ _.. _.-I I I I - I I - I ■ I ➢ -- I_. - IF PRE-ENG GABLE TRUSS -4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING " . TRUSS (TYP) @ 24OC.MAX NOT SHOWN FOR CLARITY) e 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT PLATE TO BLK " W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 112" DIA. ANCHOR BOLT W/ 2" A- SIMPSON MTS12 STRENGTH CLG. BOARD 44/4x6 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_ B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's B" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE •o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 1/2" GYP_ WL BD. SECURE ST. PLATE TO SLAB W/ CONS. SECURED (2) 10d'- EACH 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d 3" „2"x9" WEDGE RSET IN HIGH WAS SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. TO LE ' x EPDXY 5-1/2" EMBED. MIN. @ 16" 1 Qa 10b 1 OC. OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TGPOST CONNECTION V SCALE: 3/4"=1'-0" . °• A- SIMPSON MTS-12 U < 990 LBS W! (14) 10tl GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ ((16) 1/4`}T SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1!2' SOS TO POST CONNECTION @ L.B.W. POST TO SLAB CONNECTION h�TRUSS A&B - SIMPSON ABU44Z POST BASE <U:1,900 G: 5.660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U.2,300 G: 10,335 W/ 5/8 DIN 6' EXP. BOLT C-SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 518" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abde igngroup.00m AA #: 0003325 F a LQ8IS � _ y F¢ V m TO wm f- o 9 C aysDiv s� I.oT: ABBOTT PARK LOT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 1[ODEL- E402 "2636— LAKESIDE" GARAGE SIFWC 1 LEFT PAGE: DETAILS 150 MPH EXR. C PRuIT DATE: 11/15/24 SCALE: 1/4"=1'-O" 8143c= S3.1B _F I ,,, _t. —.. __ I _.. I.. _._- 1 - I — I I I-- I — ■ -_F -- I - I I I -T- GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM G331C33M. MAXIMUM AGGREGATE SIZE SHALL BE SIT, OARFE-END STRUCTURAL 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 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2023, SIP EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. 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-ONGROUND WHERE INDICATED ON ELASTICITY = 1 C00,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE CR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND ALSO SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GI 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, 8G1 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED 0 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. �y OO 0 0 '� CURT NOS ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED VNRE MESH, SHALL BE ASTM A1064/A1D64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE y i A © O XX 1�- TEMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: AND IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR y OO OO y THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. ETOBEDESIGNED R AND ITS STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA_ TRUSS DESIGNS SHALL BE SIGNED AND STRESS -GRADE F OHO REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 3 �O OO OOOO O 3 REINFORCING 7O a q : ��yy1Q DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR STEEL: SHALL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0 036' AND BE MANUFACTURED FROM STEEL 2 Q O 2 O OO Y.. TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR BE ASTM A675 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446lA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 0 O �y Y W1 THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. "DESIGN 00 2 s 2 OO DESIGN LOADS: CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" O O O O O O O ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. OD 00 0 Q 00 20 psf TOP CHORD-no—oncurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" h Q OO QO O >y 10 psf BTM CHORD -non -concurrent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF Y Q O O PROVIDE 36". 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 O Q DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. 3 YYY .�y�y�py x 3 p�� Y.AYYYY 3 - < 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf ELM CHORD DEAD LOAD TO RESIST WIND UPUFT: 10psf THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT HIP ROOF BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF WIND DESIGN PRESSURES 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 USED AS A GUIDE FOR BEARING NET (GROSS) ASCE 7-22 WHO DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-22 (FBC R2023) EXPOSURE G RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS- STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ZONE 1=-30.84 PSF (40.84) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE 2=-47.51 PSF (-57.51) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ZONE 3 = -55.84 PSF (-65.84) AND DECKS: 40psf, GUARDS AND HANDRAILS: 2001bs, GUARD IN -FILL COMPONENTS: 501bs, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER_ STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM. 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION "A"= 4'-0" END ZONE DISTANCE 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA BASIC WIND SPEED: 150 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" TMS 402 BUILDING CODE REQUIREMENTS FOR MASONRY ( RISK CATEGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. PRESSURE COEFFICIENT: 11- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC_ ' � ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90 GRADE fm =2000 PSI. BLOCK SHALL BE PLACED USING TIE THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT AND CLADDING WIND LOAD PRESSURES- THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ROOF DIAPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 19132E STRUCTURAL SHEATHING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS 1N THE FORM WILL RUNNING BOND UNLESS IN C NOTED. LAY-UP USED TO WALLS TO BOTTOM OF BEAMS BEFORE D Y PLACING CONCRETE FOR COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ( )� AND METAL ROOFING USE MIN. EXP 1 40RU FOR CEMEATHING SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT -WALL ROWALL ASTM C-076 AND SHALLPROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS STILE 19132E STRUCTURAL SHEATHING EXP 1 (40l20).(SEE TABLE FOR FIELD DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" AND SPACING) SEE 11 E FASTENER FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8"TO 10", USE ONLY MECHANICAL VIBRATION ROOF SHE ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN GABLE END Y G Jlr C lJ LC TO CONSOLIDATE GROUT. NAILLS @ 4'" QC. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W11N 4' OF NAIL REQUIREMENTS _ = FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR SHALL BE SIZE HEAD LENGTH CIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2" 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 23/8' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 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 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO 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: RAFTER OR TRUSS— BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ROOF SHEATHING CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM Z 2 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS' A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM EXTERIOR SHEATHING 1- AS C/A500M, GRADE B, Fy = 46 kS, STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" s 0 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 5 3: 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ED ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3126M BOLTS VNTH WASHERS UNDER THE TURNED ELEMENT. BOLTS PER MANUF SPECS.) SEE DETAIL. CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"H- PRIOR TO THE ADDITION OF PLASTICIZER, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. � BUILDING LENGTH 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. ROOF SHEATHING LAYOUT ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMWHEN AND ENDWALL BRACING WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ROOF SHEATHING ATTACHEMENT SPACING BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED NONCOMPUANCEWITHTHE ABOVE, ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 EYE OUTLOOKER RAFTER WI BLOCKING @ ZONE 2'. 10tl NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: ZONE 3'. tOd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA. A. YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) END. ATTACH ROOF SHEATHING TO RAFTERS 2/ B. FORCONCRETE EXPOSED TO EARTH ANDXJRWEATHER_ BLOCKING PER NAILING SCHEDULE 1-112" FOR95ANDSMALLER NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED 2" FOR #6 AND LARGER AND ADHERES TO ASCE 7-22 C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS ea Nc SHANK GUN NAILS D a" o c. ., TOHA SHANKNAILS FDGFR ., 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS IEATHING �' TYP. EXT. SHEATHING ATTACHMENT C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #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) FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION I.E RE _OINc SPAN". REMARxs 1MAEONRY I CON. O g ac T e' O!C . SON AL NOlE G9E HARDENED COIL OWR/ FASTENED OR --,OR °R ExP LT EXPANSION FO OIO (Y9' EA) _ x 66 NPL 1/ 2"LCNO_ _ NTC MASONRY uroNc _ �P�CONTACT 20 OK (12 OW 3 EDGE P;oO ° s wROENEcca1 oowiD wE srENED THIS ENGINEER FOR SPACING es O1 ONR9'O°N0 REQUIREMENTS (�9116"A. "TAPCO" tB O/C MBE0.8"ENa v!, SEE NOTE 6 FA.�-TNEK 1 11 E.. pist- "TswiNOowsu2 sT 1 rz Ap,Fl.." IT TEELCOL.. E llOz1 NOTE OE DIET. NOTES i. 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 / DR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF 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 MADE OR WIDER AS THE DOOR OR WNDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND W MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N- RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigrlgroup.com AA #: 0003325 F G m � O S m _ F nCf aCi .+C7 9xmDIV. ac LOT: ABBOTT PARK TAT #26 BLK #1 PHASE #3 PROJECT# 04181.003-26013 1[ODEL: E402 "2636-LAKESIDE" GARAGE OWWO, LEFT PAGE: DETAILS 150 MPH EXP. C PRII.T 11/15/24 DATE: SCALE: 1/4"=1'—O" 31fEET SN1 16 5/8• 4 9/32' --{ 7/8'4 9/32'--{7/8'{- �I I 16"ALUMINUM SOFFIT- SOLID AND VENTED OS 105 H28 ALUMINUM 012"THICK VENTED VERSION VENTED AREA: 2025.IWEINEAR FOOT DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING I IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +54.2PSF I NONE t38.4PSF I NONE 11 ±31.1PSF I NONE WHEN INSTALLED IN 12"OVERHANG WHEN INSTALLED IN 16" OVERHANG WHEN INSTALLED IN —OVERHANG T— 1 1/z• � 1 L 1 1/2' L 1/2- 3/4• r O F CHANNEL Q JJCHANNEL 3105-H28ALUMINUM.012"THICK 3105-H28 ALUMINUM_ 012"TWCK NOTES: 1. THE PRODUCT SHORN HERON 6 DESIGNS) AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA SLALOM CODE 2. WOW FRAMM AND MASONRY OPE M TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 57RUC M FRAMNG AND MASONRY OPENNC 6 THE RESPWIS6RRY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED N THE DOW OF THE PRODUCT SHOWN HERON. WIND LOAD DURATION FACTOR Cd-1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4. FRAME MATERIAL COLD ROLLED FERN ALUMINUM 3108-H128. 5. FOR ANCHONNP INTO WOOD MMING OR 2X MAX USE 1 3/4' TRM PMNTED SM&M STEEL NABS WITH 1/4' HEAD OLAAETFR. 3/47U/4' CROWN OR 3/8*0/8' STAPLES. REFER TO DETAILS A. B. D. AND E FOR MUM M EMBEDMENT AND WACNO. S. FOR ANCHORNG INTO MASONRY/CONCRETE USE Mr DIAMETER (WORM T OR STUB MARLS. REFER TO DETAIL C AND CHART (SHEET 4) FOR T NAL SPACNC AND EMBEDMENT. 7. ALL FASTENERS TO BE CORROSION RESISTANT. S. IWALIATON ANCHORS SHALL BE NSTALIM N ACCORDANCE WITH ANCHOR W WUFACRIREIM INSTAL ATOM INSTRUCTIONS AND ANCHORS SHILL NOT BE USED IN SUBSTRATES WITH STRENOn6 LESS THAN THE MNMUM sTREHOTH SPEIWTEO BELOW: A. WOOD - MINIMUM SPECIFIC CRMEY OF Mi4.42 B. CONCRETE - MINIMUM COMPRESSRIE STRE?IOM OF 3.192 PSI. C. MASONRY - SIREN9IH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR ORFATER). BILL OF MATERIALS ITEM NO.: PART NUMBER DESCRIPTION I MANUFACTURER MATERIAL 1 SOFFIT ALPHA ALUMINUM INC ALUMINUM 310SH28 2 F CHANNEL ALPHA ALUMINUM ANC ALUMINUM 310SH28 3 J CHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-H28 4 FASCIA ALPHA ALUMINUM INC ALUMINUM 3105-H24-28 FRAME BUILDING BY OTHERS DETAILS A. 0 AND C SHEET S02 12' CVERNN9 12"OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS THIS 6 NOT A BRACE THE 5 PART OF ROOF 7Rl6S SYSTEM SEE I I I " SEE LiJ) SEE - DETAIL E 0 DETAILS OETAL E SLEET SD2 [_AGAND CSHEET SD2ET S02 16' CYE AVM 16" OVERHANG INSTALLATION DETAIL FRME BUILDING BY OTHERS THIS 6 NOT A BRACE THE 6 PART OF ROOF TRUSS SYSTEM THIS 6 NOT A BRACE THIS 6 PART OF ROOF TRUSS SYSTEM SEE v j %- SEE ` SEE v DETAILS DETAIL G DETAILS E - 91EET SD2 IS AND C SD2 SHEET SD2 SHEET SD2 ~ 12' OVERWNG 16. OVERHANG 12"OVERHANG INSTALLATION DETAIL 16" OVERHANG INSTALLATION DETAIL FRAME BUILDING Of OTHERS THE 6 HOT A BRACE THIS 6 PART OF ROOF TRUSS SYSTEM EXTERIOR \ `1X FLED SEE `DETAILS 1 STRA' SEE DEDI L E A. 0 AND C SD2 SHEET SD2 SHESEE DETAIL D SHEET SD2 12' MAX O.C. - 24' OVE NANO 24"OVERHANG INSTALLATION DETAIL FRAME BULDNO BY 01HERS 6 NOT A BRACE 6 PART OF TRUSS SYSTEM EXTERIOR 1X F1JnRNG SEE 1 STM SEE DETAILS DETAIL C A B AND C SHEET 6 SHEET SD2 SEE DETAIL D SHEET S02 Ir MAX O.C. - 24' OVERWD 24" OVERHANG INSTALLATION DETAIL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www:des,gngroup.com AA #: 0.03325 R e�yy z v � x � o ERJHDII7. de I.OT ABBOTT PARK LOT #28 BLK #1 PHASE #3 IPROJECT# 04181.003-26013 YODEL E402 "2636-LAKESIDE" GATiA%Z 19'11FUTG: LEFT PAGE: SOFFIT DETAILS 150 MPH EXP. C Dw11/15/24 SCALE: 1/4"=1'-O" 9I E= SD1 BILL OF MATERIALS ITEM NO.: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 SOFFIT ALPHA ALUMINUM INC ALUMNUM 3105-H28 2 F CHANNEL ALPHA ALUMINUM INC ALUMNUM 3105+12H 3 JJCHANNEL JALPHA ALUMINUM INC ALUMINUM 3105-H28 FRNE BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PANT OF ROOF TRUSS SYSTEM ! `S v `SEE DETAIL H DETAIL E SHEET SD2 SHEET SD2 I OVERHANG 12" OVERHANG INSTALLATION DETAIL BILL OF MATERIALS ITEM NO.: PART NUMBER I DESCRIPTION MANUFACTURER MATERIAL 1 SOFFIT ALPHA ALUMINUM INC ALUMNUM 3105-H28 2 IF CHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-H28 3 IJ CHANNEL JALPHA ALUMINUM INC ALUMINUM 3105-H28 FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM I SEE v SEE Lf"r H DETAIL E H SLEET SD2 OVERHANG 16" OVERHANG INSTALLATION DETAIL FRAME BIILDNNG BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM FRAME BUILDING BY ODERS THIS IS HOT A BRACE :zz PARr F ROOFTHISISTRUSS SYSTEM EXTERIOR 1 ,X R1RItBRG STRIP SEE DETAIL H DENAL E SHEET SD2 SHEET S02 SEE DETAIL D SHEET SD2 12' MAX O.C. - 2C OVERHANG 1 1/4' YN EMBEDMENT 1 3/4' TRIM PANTED SS NAIL W/5/1W NEAR DIAMETER LOCATED 24' MAX5 OC 8' WN DISTANCE q2/ DETAIL A WOOD FRAMING INSTALLATION W/ F CHANNEL AND NAILS 3/4X1/4' CROWN STAPLES MAY RE NSTALLED 24' MAX O.C. N DIAMOND PATTERN OR SINGLE STARE 14' MAX O.C. 24" OVERHANG INSTALLATION DETAIL DETAIL B Z1i WOOD FRAMING INSTALLATION W/ F CHANNEL AND STAPLES MN EMBEDMENT SEE CMY 7m PA FRAME MR NG BY OTHERS .EST DIAMETER T NAIL OR STUB NIL LEIS IS NOT A BRACE SEE CHART FOR SPACINGTHISIS PART OF ROOF TRUSS SYSTEM STUCCO FINISH By On4m MASONRY/OONCRETE BY OB#RS W! F CHANNEL AND NAILS REFER TO NOTE 6 FOR EMBEDMENT SEE v `SEA SEE -(,) SEE J EXTERIOR `1X FURRING DETAIL H DETAL G D2 DETAILDETAILH DETAIL G SEE 1 SIRE SHEET S02 SHEET S34EIOSH TT SD2 SHEET SD2 IL G F� DETAIL H ,Z' ovERNIANc � SHEET 3D2 SHEET D SEE SHEET DUAL 12"OVERHANG INSTALLATION DETAIL ,s' OVERHANG 16" OVERHANG INSTALLATION DETAIL 12' MAX D.C. 24' OVERHANG 24" OVERHANG INSTALLATION DETAIL 3/8' BETWEEN STAPLES 3 STAPESGG DETAIL F STAPLE DIAMOND PATTERN 1X OR 2X BLOCK DRIP EDGE BY 0ITERS FASCIA By OTHERS OPTIONAL 3/8' X A3/4X1/4' CROWN STAPLE LOCATID 24 MAX. O.C. OR 3/8X3/8' STAPLE LOCATED 24" MAX. O.C. J-HANNEL. TO BE FLUSH WITH FASCIA C3 WITH J-CHANNEL 3/4X1/4' CROWN STARE OR 3/8X3/8' STAPLE LOCATED 24' MAX. O.C. WOOD FRAMING INSTAL WITH J-CHANNEL 1)(2 FURRING MINIMUM OR (TABLE RAFTERS (2) FINISH NAIL 1 1/4ifA57'X0.177' HEAD NAX FROM EACH END FNISH NAL 1 3/4 XA57-XCLI7Y HELD 24' MAX O.C. 3/8' MN GE DISTANCE 1 3/4' TRIM PANTED SS NIL W/5/i6' HEAD OM►EfER (1) PER PANEL CROWN STAPLE UEL 24" OVERHANG DRIP EDGE BY OTHERS III FASCR BEHIND0 i' Yv - MAX FASCIA IRA IMNNIIII Air THICK YNMUN 3/4X1/4' CROWN STAPLE 3�, OR 3/MIW STAPLE EDGE DISTANCE LOCATE (1) AT EACH GROOVE DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE T h- I Overhang DP Embedment Spa ing (in) (P4 Cn) (in) 0.50 18.00 12.00 54.2 0.63 22.00 0.75 24.00 0.50 14.00 16.00 54.2 0.63 16.00 0.75 18.00 0.50 18.00 24.00 54.2 0.63 22.00 075 24.00 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdeslgngroupxom AA#: 0003325 w = mm � s a x C m � 0 oxmi IV & LOT ABBOTT PARK LOT #26 BLK #1 PHASE #3 FIMJECT# 04181.003-26013 MODEL: E402 "2636-LAKESIDE" GARAGE 911FNNG: LEFT PAGIC: SOFFIT DETAILS 150 MPH EXP. C O�A .d.-� NO 96i729 2-3tn4T GATE: 11/15/24 scAN.m 1/4"=1'-0" skmin SD2 I -I 1 I _. I i -_ _.r.. 11 - --- M April 12, 2024 Building Department RE: Prim County Modek Express - 2260 Elston, 2447 Roble, 1672 Aria, 1504 Allex, 1239 Layton, 1405 Keystone, 1498 Freeport, 1828 Call, 2605 Hayden, 2828 Ensiey, 1504 Allex 11, 2260 Elston 11, 2262 - Roble 11, 2554 - Darwin, 3188 - Denham, 3281 - Covington, 1302 - Downing, 2768 - Madison, 2636 - Lakeside Wind Speed: t50 Exposure: C To whom it may concern, In accordance with FBC Residential Section R301 13 Engineered design, we confirm that the plywood sheathing design for the modelslisted above within this community and windspeed can be utilized in place of the code prescript ve Table R803 2.2. Roof sheathing requirements for the models within this community were reviewed and are in accordance with the ASCE 7-22 wild speed and exposure category defined the structural plans We emit} and approve the sheathing as noted on the plans to be adequate to support the wind loads for the roof. Please find attached summary. wind loads, and calculations to support findings lfyou have any questions, please do not hesitate to ca Sincerely, w a .eoiv'••, ,tee n "qo Digitally Ryan signed by - • ;q� Ryan Howard Howa Date: ., srxre o 2024,04.12 .2r�`i 0 15:42:05 rd 04'00' Ryan P. Howard, P.E. FL. # 67403 Index-�-'--- Cover letter Page 1 Calculations Basis per 2020 Panel Design Specification as APA. Page 24 Plywood Calculat ons Page S Wind Loading S/12 pitch for Gable Page 6-1 Wind Loading 5112 pitch for Hip Page 8-9 1844 Lonev.00d Lake Ma Rd. Suite 1070 Lon wood FL 3r750 a Phone 32L 30 6763 • Fay 407 7744078 n # r 1191 Earl' Newport Cent D ., Su,Yu 207, Dottheid kkaeh FL 33442a Prone. (904)613 6(+80 n I I I EYG1YEEflING' B-Flm. Sufinese: Using table 9, a OSB plywood Roof (7/16", 15/32' or 19/32') Exp I with stress applied parallel with stiffness capacity (Eft shown on the nest table The foll-mg equation is used for getting the maximum shea-mess for that cca diton Loads Based on Shear Strength: A m1,4Cb (three span bearing condition) 1>43(60 A deflection in. uniform lead. psf El design apparent bending stiffness, Fbf m21ft. Ia = clear span I SW, in w.u. SWsupport -width factor, equal to 0.M - _ Inch -nominal lumber and 0.625 iach. for four-mch-nominal lumber burning. cad=- A—- allowable deflection. in. For 7A 6"OSB EXP. 1(24/16) cal,° 1(24 os]^ A r74a(e0 4a( a ) __.-... -2.10,10 am cad=°e 24 47.6psf yx. 2tonoo1 For 15132" OSB EXP. 1 (32/16) _ .(zit rs+o.zs>• A 1243Cat) ]4a(11 1142*10-`ii0-sin A Table 9 Panel Design Capacities cad-ae 24/z40 , a 7U.4psf for ]9132" O B EXP 1 ra0noX A t(ii4 r tr4s(z0 3(200000> n 82.10 s"1 cad aid -d4'= 24/140 122.4psf 0.e2•t0 1844 Longwewd Lake Mary Rd., Suite 1070, Longwood FL 32750 a Phone 1321y,30-6763 a Fax(407)774-1078 1191 Ee Newpor Cenw, Dr., S,in, 207, D.Y. Fuld Bench FL 33442• Phone f954e I3-6680 Calculations per 2020 Panel Design Specification as APA- Scalding Strength: Using table 9, a OSB plywood Roof(7/ib" or 15/32") Ex with stress applied parallel to the strength axis (long panel dimension perpendicular to supports) has a bending capacity (Fb5) Ibf-iwft. Duration-0f--toad factor, Cd, as 1.60. is used for wind adjustments. The calculations below are used for getting the -finato bending stress for that condition Bending Strength Calculation of Loads: Szrw (three span bearing condition) wb = \� wb - bending strength uniform lead, psf. FbS = Design bending Strength capacity, ibf in / h It = span (center to center of supports), in ow- J F 4_ Structural Panel in Bending Table 6. Load Duration Factors for Wood Structural Panels - � For 7/I6" OSB EXP. 124/161 _ 120FbCd 120(305)(1.15) ow Ikeoo wb - 112 24in2 w° =92.24psf e 1 h, - - For 11112" OSB EXP i 132/ 16)- a -a ?7 120FbCd 120(445)(1.15) ° cab 1r2 24ina 'M is wb = 106.6psf For 19r32^ OSB EXP.I (40/201: - m m 120FbCd _ 120(750)(1.15) - cab - Ft2 24in2 ,....-.>..�...__.-..-..-_ _,_,...,... �• wb-I80.00psf Table 9. Panel Design Capacities 1844 Longwood Lake Mary Rd, Suite 1070 Longwood FL 32750 a Phone (3211430-6763 Fax: (407)7741078 1191 East Newport Carte Dr, Solt, 207. De ,fi,ld Beach IT. 33442. Phono: (9 4)613-6680 Shear Stteneth Using table 9, a OSB plywood Roof(7/16", 15/32" or 19/32") Exp I with mess applied parallel to the strength axis has shear .strength in the plane ((Ib/Q]) . Duation-of-load factor, Cd, as 1.60. is used for wind adjustments. The calculations below are used for getting the maximum shear stress for that condit o i Loads Based on Shear Strength: 20 s(IbIQ)Cb s = 12 (three span bearing condition) cab = bending strength mat load, psf - _ Fs (Ib1Q) =design shear strength capacity. Ibf/ft - 12 -clear span (eemer to center of supports minus support width) iz gxa","..ararca� 33 N 'x, Table 6 Load Duration Factors for d Structural Panels G /16" OSB ESP,1 24/ 16 : 20s (iblQ)Cb _ 20 (150)(L60) _iv, �� 24in-1,5in) =213.3psf - -- 15/32" OSB EXP.i (32/16)- Table 9. Panel Design Capacities 20Is(Fb`Q)Cb 20(165)(1.60) a 12 24in-1.Sin) w,=234.7psf 19/32" OSB EXP. 1 (40120 Y ,( 2015 ` 'IQ)Cb _ 20 (205)(1.60) s F2 24in-1.5in) w,.=291.6psf 1844 Longwood Lakc %fin, Rd., Suite 1070, Longwmd FL 32750 • Phon : (321030-5763 a Pax 1407)774_ei78 1191 East Newport Caner Pit- Style 207 Disrlield Reach FL 3'442, Phony (954)613 6680 MecaWind v2453 Developed by'loco k:ntoric-see lac. temp Copyright > 2024 Phn.cu>d Calculations ea .a 6s viloctecr Dp co rt2oz3 =ties •n-eperts+ r.Jns .2023^e r.sar_�uq:. o.r yy we General wind load nnunimon nts 884it wind speed V=250.0 mPh 1620 POC(20207 fir HVN2. .,Fig 26.Sla, Pg. 247b cz_.on / P Risk category 11 Table 15 1, Pg.2 Exposure category (G 26.7.3) C section 26.r.3, N 25, Applied Load Strength Level .if?>9x'..,, psf (see attached calculations) - - AppliedLead(ServiceLevel) 43 psf F Panel Span Length->, ft e lido q Type of L-clMme Under Load 's3E.' t a p a - Duration Factor 1.6 Panel Type ; Span Rating ' ?," Available Panel Thicknesses 7/76 - lixp Con to [1b1 26. i1-1]: Panel Thicknesscf Section Modulus 0.383 m13/ft ­11 - Moment of Inertia 0.084 in^4/11 loins, xap Strength Axis Direction`2`'-'.`'6"� Strength „k rtnrt _4t.-. __ _ y Panel Bending Strength Fb-5 385 lbf in/ft .,: - E Max Allowable Bending Stress 1,005 ps Sending Actual Bending Stress 67S psi C�onenta arW Cladding (C6C) NSrid Loade par cat30 Part i Boo£ &wall Actual Bending Stress (2-Span), 675 psi Actual Bending Stress (3 Span)j S40 psi Stress Level(1-Span) '67% z, St sLevel(2-Span) 67% Stress Level (3-Span) 54% �•� -.. _ "^`�+': a"'^" z \� -. 1. -- Raofnot Shown -/.. \Y/ /� o Pt -cure 4. structural Panel in Bending 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#:.003325 ail 7 6 o �m ra � U p �Srai SA C X fn I" 0 0 UV L SZTHDIV. ac ABBOTT PARK LOT #26 BLK #1 PHASE #3 04181.003-26013 MODEL- E402 "2636-LAKESIDE" GARAGE Swn4G: LEFT PAGE: SHEATHING DETAILS 150 MPH EXP. C DAM 11/15/24 SCALE: 1/4"=1'-O" Slil= H HI .A.—., 26.1- 3-1 d up— f111 —1-1 IFA-- I) h/1 —AI 30 YC 1 1 (LF) of 1.0 1 1 2525.36 — Zone 2 2 30 I-E �NX2 HN! 3 1 1.— F,5. 2' 1.0. 300 —222oo 1 L� C­—, —d C—diq (C6C) Wind 0--g CA-1-- per Ch 30 Pt 4: [Roof & W1111 I.—F I — 21— 'IF tAl —10-11 11— Pal 11�3 —p xin -A 1 2, 222 121.1.1 3--1 —3.1 ...... I i.—I-94.59 MecaWind v2453 Developed by Heca Ent,,p,i,,, I—, Copyright 0 2024 1-1-2023 1501\2023 — d - -IF 1mph — cac a. ding T— N... Prxssnres —1y. lF I type 1Z Rif .1— x1' li— 1—h .1 —V 22�.12,, 1, ;­1 —�ht 't E1 6 't n�n� nn ft ft . i" � -­'� lope 12_11 1 11'. T, IfAl] sofflc ­"t 23.014 ft Fa lae ISSPosura Con is [' 126, 11-1] A E­— a- —.—I T—I.-II. F..A— aft s T-11 --, ., —, -Y.ld N.Il n - Cw¢11— aad Cladding Wi S ft pas M 30 P=t I Roof a Rail (1) (i) C2, 'fj 04 C2. IAIN ' '� '4 T­q-ph- specified F—t- ­ 1W 26-6-1 Z-1—d -­1 F— p— d ZVI 5-� cal 0 ns son. 2i(. ) -At horrzoncx. AF.m 3 ?.olo 'M� A, --,-A, " — 000 �21.2' N U - 1 2.000 0 3 11 i-1-1 21 R -53.66 4 4 0 0 3 14A .....-44.57 F11-11— —11 3- -2.2 Al., C­-1- and C-1.g (C6C) Wi.d Overhang CIII—ti— pax Ch 30 Pt 4: & W.111 N. --p.gi. I.At— 26.10 [lq 2—G-11 53"1lpit 3rM 4 nnriptiw 1'7 17 17, 1 ... I 1 `1 =I I OUCJ 22100J 225.36 1 122 2.2221 -3-2221 16-ODI -76 40 1 6.101 -85.50 j "'1 39.7001 525.361 — I 3——Fl I I I — Ill 1 16-1 -- Z_ 1-1— 1- 1. Or... 1 1A-1l 1` 0-1 1Aj --.. "I -A—A" 1-- 11— 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 M r3Xn3DAB3EV. Be L07N BOTT PARK LOT #26 BLK #1 PHASE #3 3PPtOn=T# 04181.003-26013 M01>391- E402 "2636- LAKESIDE" GARAGE BlFnqG.* LEFT PAGE: SHEATHING DETAILS 150 MPH N EXP. C_ 00 F-PRMT -1 DATE, 11/15/24 SCALE: 1/4"=1'-0" OrM= SH2 1*1 40 IR el