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Home My WebLink About36311 Sonnet Landing Ave99 2554-E301 0 9 9 F r-dZ' \'5 f Cyr' r 1\ ,��Lo /�`-q�ri y ♦a H O M E S �/✓ _ 12602 TELECOM C>RIVE, TAMPA, RL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS BUliMG COCA, FzmDai1 m AHV. ABOVE LAV. LAVATORY DAT9 DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 1M =& A p�r� .r*M *✓C/yVlIa•*Nib. (202D �1 M �p W1 IIOCJL �liD areia CODER -OCCUPANCY - RESIDENTIAL, GROUP 0 CONSTRUCTION TYPE - VB -1@i. INTERIOR PAHSII - CLASS H 'BASIC WIND 3PIO3D - YIR=180 11PLI Vasd=124 HPH -EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER IACAL A/C AD ALT. AMP. BD. CL CAB. CLG. clR. CONC. CP'F, C.T. D. DBL AITIONMG ADJUSTABLE RCONDITIONING ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE MUM. M.C. MFR. MIN, M.T. MTD MTL. N.T.S. O.a PL P.B. PH PILL. PLY" LUMINOUS MEDICINE CAHR�IE7 MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL ONOT TO NCENT R orrcENrert PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD �� giD SET IS81�D ARCHITECTURAL SHEET DESCRIPTION VVM1 2020 PSC UPDATE PG Cl-COVER PAGE PG GN—GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AlA-DETAILS PG A2—SECOND FLOOR PLAN PG ASH —ELEVATION 'H' FRONT & REAR PG A4H—ELEVATION 'H' LEFT & RIGHT EMI UPDATED TO MEET TAMPA STANDARDS 03/D" COMPLETED W-V CL.G HEIGHTS FOR IST AND 2ND FLOOR AND STATE CODES D.G. DIM. GLAZED DUALIDIAMETER DIAMETER PR. P.T. PAIR TREATED PG Ei-FIRST FLOOR ELECTRICAL PLAN DIMENSION R. RISERPRESSURE RISER PG E2—SECOND FLOOR ELECTRICAL PLAN DigDIM. LIP. DP. UR. D.S. DTI. DISPOSAL DEEP DOOR DOWNSPOUT DETAIL RAD RAG. REF RM. R.O. RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGHOPENPIG G Pl-PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS STATE OF FLORIDA JT. CALC.rS PROFESSIONAL ARCHITECT: D.W DISHWASHER SC. SOUDCOREEXTDR PG D3-DETAILS STFLRLKNG TTO 15aFT. ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 bo FLR LIYNG LIBI Sa Fr. TOTAL LIWM L961 SCE. FT GARaoE 410 6a FT. 6NTIFf 4$ ba FT. TOTAL 2,414 Sa FT. SM Para em ea FT. EA. ELEV. EQ. EXH. M. F.GJFX. F.G. PIN. FIR. FLUOR. DR. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL OAS FINISH FLOOR FLUORESCENT FRENCH FOOTING S.D. S.H. SHT. SHTHU SIT" SIM. SL. SL.GL. STD SWS TEMP SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEMP RED GLASS PG I)4—PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS —WALL ASSEMBLY DETAILS Tel: (407) 774-6078 Fax: (407) 774-4078 GA GAR. DISP. O.F.I. GL. GYP. BD. H.B. H.C. HDR. HOT. OR HT INSUL. GAUGE GARBAGE DISPOSAL GROUNaFAULT CIRCUIT M IERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION THK. T.O.C. T.O.P. T.O.S. TYP. U.N O. V.P. W. W, WD. THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG SLAB —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABUM FOR wT. INTERIOR W/H WATER WINDOW HEAER PG S1.2-FIRST FLOOR DOWEL PLAN INTERPRETATION OF THE CONTRACT DOCUMENTS. w1i WROUGHT IRON PG S1.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIIMG OR EXPLANATION IN ORDER TO BURR THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FLOOR FRAMING PLAN PG S3.1A-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1B-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WIL RESPOND TO ALL WRITTEN RFCs IN WR IT BRAWN FORMS >N A TIMELY MANNER. AB DESIGN GROUP TAEE3 NO RESPONSIBILITY FOR INTERPRETATIONS OF PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SN1-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RN's HAVE ftEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SD -SOFFIT DETAILS ONSTRUCTION RASED ON THE DRAWING SET. 1441 N. RONALD REAGAN Bi LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774 1078 www.abdesigngroup.com AA & 0003325 8 Jn� a �I 0 Ba �d stTHaxv. at LOT: ABBOTT PARK LOT #25 BLK. #9 PROJ>QCT* 04181.000-25091 IWOalEoxe 2554-E301- "DARWIN" GARAGE sWING: RIGHT PAGE: COVER SHEET 160 MA M. C PRINT 5 24 21 DATE / / SCALE: 1/4"=l'-0" SHEET C1 GENERAL WIM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 2020 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 OWSSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GAROAM AND CARPORTS 1. GARAGE DOOR. A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES 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 %-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. InWORK 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 B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, 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." T� L 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 FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 3 GPM EACH. 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 P26032. lX1EUORWALLCOVE M 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 [K EIOR FINO W 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-Cl063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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. SHALL BE INSTALLED PER ASTM-C1063.19a AND R703.7. FIVE NE>fWPJU 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. lx1E00RCEllIOt 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) . COROTRUCM 0111MATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE MDT 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. 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441. N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 �i QQ a U m Z mxmDIV. & IJOT: ABBOTT PARK LOT #25 BLK #9 04181.000-25091 MODRIA 2554-E301- "DARWIN" 4sw>tswcsE ewsrTa: RIGHT PA03c: GENERAL NOTES 160 MPH W. C 21 DATE: 5/24/21 SCALE: 1/4"=1'-0" SHEET GN 10'-8' 4'-3' im'-5' 2'-4- 10'-0' 2'-4' s PATIO a i0i8 B.Gp. HB 0 ROOM (2) 3052-SH Im'_4 —r—I— --III ---v V To� 84—'•'C--4C'— lra— gram III CIV II 0 in $ O2L O6'-8 aG 28i -0' -4' 1-0' 3' '-' -04 0 PED SINK Q, - - -, a - 1 in 3-SH PAN. m 3-&4 c0 a in S F eD e ro — — A I II � r L s O ulc m AS PER BLDG. CODE 42' H. STAIR DATA 0 RISERS • 1B2' 14 TREADS • 10' N08MG 9 HALF WALL W/ CAP _ OMAM a - 'v POYIR s-01a& UP B 3068 2052-$H F-4- FIB I,- 1 V-0'• V-5' 0 . � j in „, i )IN18Y 1 vw a& - to -- ---------------- FIRST FLOOR PLAN 1/4 " I -0 SQ.FT. CALC. S IST FLR LIVING 110 ea PT. 2FD RA LNIIG I,191 Sa FT. TOTAL LIVNG 11961 Sa FT. G4RAGE 410 Sa PT. E'NTRf 43 Sa FT. TOTAL 2,414 6a FT. 11 6X10 PATIO S® SQ. FT. °ee�Ddoa�DBuens sva�nea'� Ado E m Bow ME wwrmwmo IEio= MIN. WINDOW 10 5 34/-48 CRITERIA EXTERIOR SUING IS 5 33/-43 DR. MIN. CRITERIA SAD. MIN. 41 5 31/-39 CRITERIA 8010 O)•ID. 5i 5 2%1/-313 12'AI2' SOFFIT 1 5 313/-4%9 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = ll'-3' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOLDA150 Mn SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. MASON /FRAME WALL LEGEND 6''V� L PLANS 619Cs HGT. VARIES BLOCK I1ALL UNO ON PLAN 510Wit VARIES 8' BLOCK WALL UNO ON PLANE W-8' BRG. 4' INTERIOR LOAD DR's. WALL UNA. ON PLANS I 4' INTERIOR NON LOAD OFFS, U1ALL UN.O. ON PLANS -ALL INTERIOR DOOR$ TO DE 6'-8' NOTE, -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE s ITS ATTIC AREA BY NOT LESS THAN 4'(12.'him) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED PROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FCCR 2020 PITH ED-) 302.1 1441 N. RONALD REAGAN BLVD.; LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.com L AA $: 0003325 g� o BZJHDm 8s LOT: ABBOTT PARK LOT #25 BLK. #9 PROJECTF(F 04181.000-25091 1LODEL: 2554—E301— "DARWIN" aARAaE STIIINa: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C PRINT DATE: 24 5I / 21 SCALE: 1/4"=1'—O" SHEET Al SHIM AND SECURE RADIUS CORNERBSEE COUNTER TOP vARfE6 MATERIAL TO CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX AT ENDS OF PARTITION KITCHEN -+OAR REINFORCING ARIE C 4 BRACKETS AS WALL BABE CABINET NECE66ARY. 2'X6'X86-V4' LOW WALL i 2'x6' STUDS • 16, O.C. UW V2' Dll"UI` LL (��BAAR DETAIL , N 61�t PUGM TO COIlOW TO MN TVWAD-W' MAX. NOM'T 3)4' V*' MAX VARIATION N RJONFAfrPRAM � TO VARIATION N ANY INSEIRInWAD HANDRALL COCILLAR CROW 6ECTION OW TO ME i V4' -V4' OR PROVIDE EOWVALENT GRASPABLLITY WA67ER6- MK 0' WIDE • NARROIU END MR U' WIDTH • C' PROM NARROW END 34' MN. MA42PALL FIST. FIN PRE-19mV (2) LAYERS OF N4• PLOORNG SYSTEM PLYWOOD OR (2) LAYERS OF (SEE FLOOR 3/4' SUB FLOOR MATEIRIAL PRAMINS SHEET) RIPS FOR 60LID NAILING s(4' T10 SLUG FLOOR allw 4 6CIRtURD PER FASTENER ecFEDW.E GK— PRAME Our FOR FLATS TOP OF STAIRS \ \ \ \ ENGL08ED ACCE6."' 8PAC1' \ UNDER STAIRS SHALL WAVE WALL6, \ UNDER -STAIR S AVACE AND ANY SOFPIT6 PROTECTED ON TFE 0aa.06ED 61DE WITH V2' dIYPSU" I BOARD. FBGR sm.6 PWDR THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 V2' HANDRAIL • 36' AS PER FBCR R311.19Z UV 2X4 RE-UEORCING NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1}'A 2' OR A NONCIRCULAR CR088 SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILINCs SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 2" POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 r, HANDRAIL DETAIL STAIR DATA IISSM • ID21 . W'�I NOSING \ Z � Q 10' I' gAI� � U 5' \N(4) J � 67RR2X4•EA2SECURE IOd MA6CNPtr NAIL6 • 2X4 P.T. SLEEPER INTO SLAB URTHN V OF EACH END, 32' OL MAX (STAIR DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774.4078 www.abdesigngroup.com AA B: 0003325 am�x, mm stmDIV. dR LOT: ABBOTT PARK LOT #25 BLK. #9 13PROJZCTiF 04181.000-25091 woaffiL 2554—E301— "DARWIN" GARAGIffi ewaaa: RIGHT PAOW. DETAILS 160 MPH EXP C scALE: 1/4-=r—O- 9HEET Al A 309m-8F1 tsraaEes ° ig .;. s .. 44 A ® •S , i,• _ o ° ME �ml MOM • :.91 ' 1 1 �„ :•i I I (2) 3~-&W ___ �1EL EGREBB FLOOR MELOW 2'-T SECOND FLOOR PLAN SCALE, 1/4 • P-m 1441 N. RONALD RF.AGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 Qi Q n aX"MIV sc W76 ABBOTT PARK LOT #25 BLK. #9 PROJECT# 04181.000-25091 MODEU 2554—E301— "DARWIN" GARAGE BWMG: RIGHT PAGE: SECOND FLOOR PLAN 180 MPH JU. C 21 P T 5 24 2E: / / 1LE: 1/4"=1'-0"ET A2 +/-23'-11' BL—-------------- SHBdCsI E ROOF 4' RAIBED 12 8� BAND (TYPJ� I'-0 tl tl I I I I I tl t—f raj FYi10W �/ W W I I �4J' RA18ED EQJIV II OR NT BAND (TYPJ EQUIVALENT 8FIMGLE W RAISED ROOF I I BAND (TYPJ V-4 3/4' 2ND , `'' W-4 3/4' 2ND FIN. FLR ---- ------------ - FIN. FLR 8'-0' IST FLR , 8'-0' 18T FLR BRLs. FKsT. ----------- --- B � OPT.GOAGH RAISED — LIGNT 4' BAND (TYPJ 4' "SW ,p � � 9 I 9 BAND fTYPJ 6' RAISED b BAIL (TYPJ b 0'-0' FIN. FLR I I `� 0'-0' FIN. FL FRONT ELEVATION-H- 6CAM, VT • I -® INI OFF RICOE vENT Il'-4' 2ND FLR, BRG. HCsT. '-4' 9'-4 3/4' 2ND4, ,`9'-4 3/4' 2NA FM FLR - --- ----- ------ ---- - FIN. FLR HFCLsR6 . '-01STFLR BRT$ B ip uJ d O 0'-0' FIN. FLR REAR ELEVATION-H TEXTURED FMISH AREA OF ATTIC = 1469 SQ. FT. NET FREE VENTILATION AREA REQUI RED = 1/300 REQUIRED VENTI LATI ON AREA = 1469 /300 - 4.90 VENTILATION AREAX SQ INOfS PER FT.(144) = 705. 12 SO, IN. MIN, REQUIRED VENTILATION = .SX 70S12 IN UPPER PORTION OF ATTIC = 352.56 SQ IN. OFF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT 352.56 /115 TOTAL#OF VENTS REQUIRED 3,06574 TOTAL#OFVENTS PROVIDED = 4 'AREA OF ATTIC IS TI-E P E MTER OF THE HODS E, LESS TI-E OVERHANG (EXTERIOROF WALLTOEXTERIOR OF WALL, NO OVERHANGS INCLUDED) IA' THE 2 COAT CEI'ENT PLASTER APPLED DIRECTLY TO MASONRY - 4Sk4' 6ALV. I.' -TYPE PLAS14NM GET e4 TAD@IKdASIS GHINdiLEG WA DERLAYME4r AS PER !NICK OXr GYP PT LEDaiEIF W/ 001111,11. KOOK SHEATHN6 THIGIQ466S THI�ADED ROD• AS FM SHIM 8W GECIs1ED PER OL. 4 WTHN r' OF EACH FASTRNM GC446DIA.E y1 END MAX GET N GIMPSM GFIPeON LSU-2r W 4 STIK{4)46TH E)d•OXY r' MN EI"bED. 2xr GYP RAFIEPG OR P'IQ-D;b; TwmG ' fP'EI! ELEVJ ROOF -- i ELEVATIONTION 2X6 GYP PT LE00D! W/ MN VW* OM GHEATHM oueeeT TO Ix GICLNeID TO IQ')0' THNEACM ROD AV = 4 WITHIN r' OF 2XS MEFb1 IM urr sd NAILS EACH END MAX. GET N a' O.C. • T'ER2RTER I'-4' S!'IPSOW HIGH 6TR@40TH SIMPSON LUD-26 W7 (4) IOd'4 2_m• EX}C'XY r' MN EMOED. TO LEDGER AND 121 IOd'4 Z111 CHANIHIL POR SOFFIT OVERHANG DETAIL A SCALE: 1/2 . P-0' 104 D WOOD TIG4SGEG - 24' Or- SLJDI'liT SFIOP DRAWI14O6 SEALED BY �v PANRDOENon4eEle Pole REVIDII 1 PLYWOOD SFlATHNo GEE G110JLi1AGAL 31d RD. F19T. _ KOOPNIA AND PLAS14M IW DRIP AM MK+q.a EDGE PER MSM WAPIRA14TEE G FASCIA WRAI• FASCIA UN714 EKEAK MEtan MOM l. N2," WOOD FASCIA GEE STIVACTdRAL FOR FASTENIft VENTED SOFFIT PER ATTIC CALGY V2' THICK, 2 COAT CW%NT ML 07fl6 AP'PLDD DN�15MY TO MASONRY RAKED TRIM PER ELEVATIONO 2ND PLK WNDOW PER PLAN RAKE SOFFIT DETAIL o m E: V2.1'-0 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com AA N: 0003325 Q 4 Iv STHDIV. se LOT:BBOTT PARK LOT #25 BLK. #9 mwamCTfp 04181.000-25091 HODmL: 2554-E301- "DARWIN" GAliAGm OWING: RIGHT PALM: FRONT & REAR ELEVATION"H" 160 MPH EXP. C 1 SCALE: 1/4"-1'-O" SHEET A3 H IT-4- 2ND FLR , 85�----------- 1 9'-4 314' 2NDr, FW FLRor-----------ff— S'-D' IST FLR, = B�TFICs ----- — _ —m 0'-0' FIN. FLR is IT-4' 2ND FLR, FRAME DOLLN POR F7F'0N fm71D<n OR EQUIVALENT V-4 3/4' 2NDn, F�----- IST FLR 4' RAISED BAND (T7F'J 0'-0' FIN. FLR io LEFT ELEVATION-H W - V4 • 1'-0 r-141514 RIGHT ELEVATION-H V ' • I -m RED F SN 4I1'-4' 2ND FLR - — - —� BRG�TT FRAME DOWN m' FOR PYF'ON BKTIIXIT OR EQUIVALENT 314' 2ND FIN. FLR _ ' 13FLR BRG. HGT. FIN. FLR 0i11 4' 2ND FLR ---------� BRG P �J 314' 2ND —�------- FIN.F. 8'-0' IST FLR --------HG7. 0'-0' FIN. FLR of 4 N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407.774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 0oa„� amen, BUDDIV. ag LOT. ABBOTT PARK LOT #25 BLK. #9 2554-E301- "DARWIN" GARAGZ IMMG: RIGHT PAGE: LEFT & RIGHT ;LEVATION "H" 1 9cAI.E: 1/4"=1'-0" 9IiEET A4H ■a ELECTRICAL LEGEND GYM. vEecletPTtoN d� STANDARD SWITCH yl -WAY SWITCH -WAY SWITCH E"MER SWITCH HB BUTTON ill tSC0 t1EGT T TAT -e E'KsLE RECEPTACLE (Obv/20-AMP WwL.E POLE) � L0v DUPLEX RECEPTACLE � wV DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT A11UPTER/TAMPER RESISTANT TYPE) ITV DUPLEX OUTLET (HALF OF OUTLET AIRED TO 8WITC14) EXTERIOR WATERPROOF/GFI WICEPTACLIE (GROUND FAULT NTERUPTER) WV OUADPLEX RECEPTACLE ® WV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CT� -0 ,ICATED RECEPTACLE L MOUNTED LIG#1T ILNG MOUNTED LKsHT ANT LIGHT ODD LK„HT SCONCE PRE -WIRE FAN WITH LK„HT (t OPM PER ea FTJ am BULB LM4T FIXTURE ACQQ BULB L04T FIXTURE 90O° 04 LK+NT FIXTURE ' TRACK LK,IHTING ATTIC LIGHT WITH PULL CHAN AVER CABINET LIGHT ® 'AW RI WP06CEW LIGHT (RECESSED) ® 'A4' FLUORESCENT 0314T (SURFACE rIOLINT) k4' FLUORESCENT L04T (RECE68ED) • LK1HTSS LKsHT (VAImOR PROOF) MGMOUNTED LIGHT WITH J-BOX OPT. PAN TRICAL PANEL (FIELD VERIFY TION) MCE88 X (WALL MOUNTED) x (CEILING MOUNTED) NG MOUNTED FAN FAN (I CP1 PER SQ PT) y ACK I-QQ ETECTOR (WALL MOUNTED) 0ETECTOR (CEILING MOLNT'ED) iJAIK D OUTLET FOR rc PORI • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETINOL • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F39CR 1th EDITION (2020) 4 NEC 210.12 20171 • 210 AMP DEDICATED LAUNDRY CIRCUIT. • GPI 0 ISLAND (NOT ON KITCHEN CIRCUIT) • D18HUIASNER DISCONNECT TO DE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 80 OPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MB013 FIBCR 1th EQITE L 17020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISION OF FSCR 1th ED • ALL WOW. TO COMPLY WITH ELECTRICAL PROVISIONS OF TbE PBCR 17F1 ED (2020). 1 Ata1PA noel l wa APl orwn BY 1At Bl DER AND 18T� OF LISWING; MUST NE ENERGY EFFICIENT TYNnE F1ER FDL. ENEAII CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th PATIO FIRST FLOOR ELECTRICAL PLAN WALE: 1/4 a I'-0' FOR VENT OR MICRO PIRRD VERB PAFEL: A PANEL: 42 crt breaker VOLTAGE: 120124O V -1 Ph N74N: 150 Amp M.L.O. FEEDER 3-#20 Cu THWN & 1-#6 Cu (G) In 2" C. OR 3-04M AL THWN & 1- 46 Cu (G) in 2" C. wim Pole ow B W." O Web 0 m ow Pale VA. 912 1 20 Smell ie1Ce is00 1 2 am _ R.Q. s0 2 06 012 1 20 MI. —Ili —I 1800 3 4 012 1 20 Small Appli— 1500 5 6 45M eta Had. 25 2 910 012 1 20 Re0 afar Ism 7 8 812 1 20 q R WCI 151E 9 10 1200 M Deal ON 20 1 M2 $12 1 20 Bath OFl Rac oche 1200 11 1 ism ahNaaher DFl 20 1 012 014 1 15 F 11d Fbor Ha#JSt $AFCi 900 13 14 5000 Dryer 30 2 010 914 1 15 (beet Rook J Din. J L AM am 15 18 014 1 15 Hitchen Lightsf Partly 1 AFC] 900 17 16 1. OFI 1 11 014 1 15 PWDRJStudy AFCVOpL Ball AS 18e111M 9M 19 20 1000 10arooe Door ON 20 1 1 012 014 1 15 He112nd Fbo, I Bad Ra I—Clos dMCI 21 22 1200 fE rAwior Lts B Re a. AFCI 20 1 012 014 1 15 Bed a2 JL AFCI 12DO 23 24 900 Bad MJ SD'a AF0 1s 1 014 M4 1 15 Bad 0410dh 02 AFCl 900 25 26 900 MJWJ.C. AFa 15 1 M4 27 28 29 30 e F. spoc. 31 32 space 33 34 35 36 37 36 a 91 2 ID A!C PHU-1 ealalO lNAtl85% INS 39 41 40 42 IIW N.C. HC C.U. i 1 OB Load ub etl to 6e 4 Nda Calculd" / line 21300 3D100 Load stalled to demaM Udm coWaill a I Ift Demand Fadw Calaflabons: ABBPill IONS: AM ARCFAULTCRCUITNTERRIPTER NC: NON-CONCDENT LOAD GFe GROUND FALLT NTERRLF TER Tdolk.dautli.d to demand tmta 5a4DD - Fl1V10000vftd1W% tOWO R-.t vbea d 40% 17760 Tdel AJC bed 1 br iture groNdh I 1776 LOAD CALCULATION IS BASED ON MCNON-COINCIDENT LOAD Taal Carine:aed Load Watta 29536 Tolat Area (wee J 240 wlts) 1 123.1 Gm" Ugtftg g Receptacle Load Total AC S Feet 2654 areal Lts 8 Rao 3 W J 5. n. 7662 I-tMe 19 at65WAJ rt at 100% 1235 Ow" 8897 Ckt5#kvattS/cIdTotaIwatt5 erartl s 8 Rw P" A 1 101 13901 889 LED LIGHTING ® PEDESTAL SINK POIWE ROOM 342/0 CU. THIW • FOCU N V CONCUR ORS HIN • 1% CLI N 2' CONDUIT OR 2/0 AL BEA TO TERMINATEBO AVE SOPFIT • CIVEWAN50 150 AMP ELECTRICAL RISER Nt7E To SCALE. COMBINATIOIN SERVICE B0 AMP` DWOM11114T SWITCH AND 120/240 VOLT GENERAL NOTE& M ELCC'IRIC hIBTER N I PHASE A ELECTRICAL MATERIAL8 AID NSTALLAnom SHALL NOMA 3R BdCLORM MILD COMPLY wrrw ELECTRICAL PROVISIONS OF THE PBCI! 1TW PANEL EDITION (20202 LOCH. CODED; AND ALL LOCAL POSEUR COMPANY R.M"40 ENTS. iS0AJ2P D. ALL CONDUCTORS &HALL BE TYPE TFIN/Tl#LN LI NLBW Nonvo, ona vow POSlR OMPA TRANSIsoIUB'dR PROVIDE 00 AM 00440 VOLT. I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER !QU N 1-1/2" DIA SCHEDULE SD PVC CONDUIT OR PROVIDE 3 a2/0 ALJMNUM (AL) IN 2" VIA SCiEDULE S0 PVC CONDUIT WLESS SERVICE IS PROVIDED 6Y TFE ELECTRIC CONTAfT. COORDINATE WITH 11M ELECTRIC COMPANY FRIOR TO END. TELEPHONE =W" _. _ MRANGE I"AWI'1'IB4T CABLE TELEVBION aERv= EN WANCE E(aIIPI'�4t �� r�. M INTERSYSTEM BONDNS TERMINAL AT LOW VOLTAGE CONNECTIONS, 1 a4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER INACTRICAL PROVEN" OF THE FBCR 1T1I EDITION f20202 DN' DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.corn AA #: 0003326 9�ON11 amu�; B%T9DI�►. de IL.OT: ABBOTT PARK LOT #25 BLK. #9 PROJECTIF 04181.000-25091 1[ODEie 2554—E301— "DARWIN" GARAGE OWING - RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP C FIRST FLOOR PLUMBING PLAN BCALE: 1/4 . '-0' 2' VM �I V2' 1 Ian i 1,-1 V2' r I TUB// uic �2�' LAV 3' 3,2' 2' LAv LAV. 3' 2' j 3. I� I V2-J, 3\ Lavail id' V2' L4' KITC -EN a"°"R BNK V AUTO VENT GO TO PLUMBING RISER SECOND FLOOR PLUMBING PLAN SCALE: V4 . I'-0' MNY 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774407E www.abdesigngroup.com AA 8: 0003325 J c. Q �s aXMDIV. ae L,OT: ABBOTT PARK LOT #25 BLK. #9 PROJWT* 04181.000-25091 moazu 2554—E301— "DARWIN" GARAGE awnaa: RIGHT PAGE: PLUMBING PLAN 160 MPH M. C rxurr 5 DATE 2421 / / SCALE: 1/4"=1'-0" SHEET P1 2X4 TOP PLATE PRE-FAB TRUSS I/1• cU_G. BOARD "r PARTITIONS SUPPORTING 14' DRYWALL WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE N01 LESS THAN 2x4, WHERE SPACED NOT MORE SECURE PLATE O � STUDS 024' THAN 16' O.C. OR NOT UY Wd MASONRY C.G. LESS THAN 2x6, WHERE NAIL • 32' Oc SPACED NOT MORE Max THAN 24' O.G. SLAB FIN. F R 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W1511. ROOF SHEATHING. THICKNESS, AS PER SHEET SNL SECURED PER FASTENER BCHEDUL£ BOND BEAM - SOLID GROUT W/ (0- s (2) COURSE OR 1/2' HIIGH STRENCsTN CLG. BOARD B' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' ENERGY CODE FORMS .ATION R-VALLEB RENCE STRUCTURAL MTL DRIP EDGE — / / J I,-m, PER ELEVATION 2x FASCIA PER Typ IF ELEVATIONS O.H. VENTED SOFFIT I R-4.1 INSULATION WINDOW ATTACHMENT �AS PER MANUFACTURES --r�:.rr— BPECPIGATIQ48 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r REFERENCE STRUCTURAL Ix2 P.T. PURRING— BTRIPB 24' OjC. 8' cm 1/2' Gl'P. U - BD: WOOD BASE — POEWALAS6 SHINGLES WITH UNDERLAYMENT AS PER PBCR WSJ ROOF SHEATHING THICOrE66 AS PER SHEET ONL SECURED PER FASTENER 60EDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ra MR OY W m 28 GAS IUNE THRU BIDCK ecrr s W.— FIBERGLASS, SHINGLES WITH UNDERLAYMENT AS PER FBCR Sm6.I1 ROOF SHEATHING THICKNESS, AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL BHEAT141NG THICKNESS AS PER SHEET SNI. SECURE PER FASTENER 80HEDUI-E ON SHEET SNI PRE-ENG GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Id' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r" +en s GARAGE DOOR JAMBS D1 SCALE: 11/2'■P-0' 1-2X4 SPF 24' O,C. MAX.--, SECURE WV (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILB— OF STIFFDACK AT ALL U PER STRUCTURAL DI ev PRE-ENG U.D. TRUSS CONT.'2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 3/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANFAGTURES SPECIFICATIONS IREPERIENCE STRUCTURAL bQ P.T. BURRING STRIPS • 24' O.C. UV GYP. WL. BD. WOOD BASE AS PER FBCR 9m8.1.1, ROOF SHEATHING THICIQJE88 AS PER SHEET 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 SNL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS cm m'-w FIN. PLR m'-m' FIN. FLR m'-m' FIN. FLR i _ + a . } a . � 0'-0' FIN. FILM • •• ROOF SHEATHING THICKNESS IS e' GMNJ a a. L ENGINEERED PER AscEHICK 1-16 IN ROOF SHEATHING THICIQlESB 19 R ASCE I -lib IN .4ACCORDANCE WITH PBCR 2020 .a ACCORDANCEEWGINEERED �WIIT FBCR 2020 7TH EDITION, SECTION R301.13 < -ITH EDITION, SECTION R301.13 AND 160".1. AND 160BS.1. ti W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NO OPENING NOTE- NOTE_ METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 6r,ALE, 3/4'.r-a UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4*-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 90$.I.I.I OF THE FSCR WITH FBCR S"J.IJ OF THE FBCR 2020 "ITH EDITION IS 04 WHICH USES 2020 'ITH EDITION IS e4 WHICH $� (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 022 1 TYPE II OR ASTM D486S TYPE III TYPE 11 OR ASTM 048611 TYPE 1 OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774�4078 www.ebdeaigngroup.e m AA Uk 0oo332s g Q �s p N O f3plRoj=T# tMDIV. As LOT:BBOTT PARK LOT #25 BLK #9 04181.000-25091 MODEL: 2554—E301— "DARWIN" GARAGE gIrING: RIGHT PAGE: DETAILS 160 MPH EIR, C AS PER POOR 9m5.LL ROOF SMATHING THICIQJESS AS PER SHEET SNLSECURED PER FASTENER 6CHEDULE PRE -ENO WD. TRJSS----- 24' O.C. MAX. METAL DRIP EDGE--' 2. FASCIA PERK ELEVATIONS—/ VENTED SOFFIT STRIZTURAL 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP SEE STRUCTURAL DC2 FIRE -STOP 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA60NRY DQ FIRE -STOP FIi3E103LASS 614Nd4E8 WITH UNDERLAYMENT AS PER POOR 9m5.U. ROOF SHEATHNG THICO ESS AS PER SHEET 8NL SECLIRED ' PER FASTENER 6CHEDULE ER PRE-ENG WD. TRJ86-- LEVATION 24' OG. MAX METAL DRIP EDGE—'' GATT INSULATION REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PER—/ 5/B' GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH / CLG. BOARD Vww_/ Ix2 FIRE -STOP SOFFIT R-4.1 NSUL REFERENCE—/ STRUCTURAL w w WINDOW ATTA041ENT AS PER MANUFACTURES SPECIFICATIONS 3/4' T 4 G SUBFLOOR GLUED AND NAILEDAS 2 COAT v> PER PORTLAND PORtLAND CEMENT w SCHEDULE PLASTER APPLIED DIRECTLY TO Z R MASONRY 79LEVATION DQ FIRE -STOP SEE STRUCTURAL R NATI77- ON 5/B' GYPSUM BOARD OR 1/2' HIGFI STRENGTH C-& BOARD _OILCER IfIELIEVATION DQ FIRE -STOP R-4.1 NSUL 1CkMENT AS PER ES SPECIFICATIOI STRUCTURAL Ix2 P.T. FURRING STRIPE • 24' OG. S' CMU 1/2' GYP. WL. BD. WOOD E A8E 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ik2 FIRE -STOP lu w w w E T GATT INSULATION REFER TO 04EWAY CALC6 FOR VALUES 5/B' GYPSUM BOARD OR 14' WW STRENGTH QXL BOARD bd FIRE -STOP R-4,1 INSUL 3/4' T 4 G BUDFLOOR GLUED AND NAILED A6 PER NAILING SCHEDULE '7KTV_ATIdN IrELEVATION 5/8' GYPSUM BOARD OR 1/2' W04 STRENGTH CLG.BOARD R-4.1 NSUL bd P.T. FURRING STRIPS • 24' O.G. B' cm 1/2' GYP. WL W. WOOD BABE a a r. r. n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK 6CALE, 3/4'"1'-& 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-B076 FAR: 407-7744078 www.abdesigngroup.com AA P. 0003326 Q m g� A c a LLL.J >IVHDIV. a LOT: ABBOTT PARK LOT ##25 BLK. ##9 PnoJECT* 04181.000— 25091 MODR'f -- 2554—E301— "DARWIN" GA P—WIC OWING: RIGHT PAGE: DETAILS 160 MPH EV. C oo Ml N 1 rD—aav ATEa• 5 24 21 SCALE: 1/4"=1'-0" :SHEET D� im 2X6 P.T. • CENTER of DOOR HEADER SECU11 w W (U V2' X W J-DOLT UV 4• MN EMBEDMENT IW 2• X 2'X VS'W46FER 4 MIT OR W (2) W X 6' ANCHOR BOLTS UV 4' MN EMBEDMENT IW 2' X 2' X Ve' W46WM 4 NUT - Ell 7--Q J;-- g_--0�E7 TO BLIK UV W'TAPCCN6 I V2' EMBED. S' OC. 4' 00 DIST. 1 IR' NOW DIST. NJ EKES I ■ X 2' X VS' WA04M 4 NUT. (1) URTHIN 6' CP TOPM (U WITHIN S' OF THE 151K B (S) VAINLY SPACED. ®i iEr � W R6 &-I" BE N ACCOMAN E TO MANFACIURER'6 INSTALLATION NGTRUCTION6 WWM SUCH INSTRUCTIONS AM. 61RSI9ENT I�(4' e• a'u v2' DRTW4LL P.T. NAILER DOOR DOOR W P.T. OR b/4•X4' MN SECURE TWIW FRAME NOTE. 6HM B AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +8/4" s 11II ow TO BLOCK +3/4" OR +8/4" 2X4, m SECURE TO BLOCK UV 3A6' TAPCOM MN SHA K SIZE 30 MN HEAD SIa JISO MN 010BPM MW I V4') WM 4N S' OP EACH END 4 W OG MAX MACNS. 2X6, UO eECRE TO BLOCK WK2) 3t' TAPCCN6 MN SHANK sin J46 MN HEAD 6UB JOO MN EMBEDMENT I V4') ®, cm WITHIN OF EACH END 4 W Or- MAX MACNG. V2• DRYW4LL 2XS, I>0 I'X4' SECURE TO BLOCK P.T. NALLER WK2)WI6'TAPCONS DOOR CASING MN e1HAW SUE J46 MN HEAD 612E -%W MN @BE01 O N. 1 1/4•) WTHN e' OF EACH END 4 W OG MAXDOOR JAMS OR WINDOW MACNG. ATTACH TO 2X PER MANPACTRES DETAILS. NOR, SHIM A6 I 10 PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 GARAGE DOOR t BUCK ATTACHMENT 4eAt6, w'.i MN EMBEDMENT 1 V4') NOR, SHIM A6 I 10 PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 GARAGE DOOR t BUCK ATTACHMENT 4eAt6, w'.i MN EMBEDMENT 1 V4') WRNN S' OF EACH END 4 IS' OG MAX 6PACN0. 2xS, m SECURE TO BLOCK U1(2) NIS' TAP0046 MN SHANK 6I= J4S MN HEAD 613E A" MN EMBEDMENT 1 1/4') WTHIN S' OF EACH END S' CHU 4 I6' OG M MACUNG. VY DRru1N.L 2XS, 121ICI ❑ I'X4' CURE BLOCK TO SE UW2) 9AS' TAPCONS PT. NAILER MN SHANK SIm .Mb 1/I6' OAD. X W MN MN HEAD OM 300 MN EMBEDMENT 1 V41) DOOR CASINO WTHN P OF EACH END • W O.G. MAX MAGN3 DOOR JAMB OR Loc" ATTACH TO 2X PER MAN6<AG716RE8 DETAU.6. NOTE, 6HM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED LW) DOOR JAMB TO BLOCK +1 15/16" n1fDQD01► TO BLOCK + 18/IB" 2X4, m SECJIIB TO BLOCK UV SAV TAPCON6 MN N i 4" *I= Jo MN HEAD 6011 JOO MN EMBEDMENT ENT 1 1/49 WITHINS' OF EACH ND E4 W O.G. MAX MAGN& NOTE, STRUCIURAL 2X MUST BE DOW m ON OUTSIDE 4 SECURED SEGJRE TO BLOCK WROUSH NON STRUCTURAL WR2) W16' TAPCON6 'NIS' TAPCON MN 1-1/4' MN SHANK SUE .14b EMBEDMENT INTO BLOCK MN HEAD SIZE J!" MN 010110MEMM 1 1/4') UMM OF E�HAGM 4d W Or- MAX NNG. VI' OR WALL 2XM ® I El1'X4' SECURE TO BLOCK WK2) W16' TAIMCCND NAILER (MN SHANK $IZE .146 DOOR CASING; MN HEAD &I= .600 MN -VIM IN, I V49 uTwN S' OF EACH E,D 4 IS' OG M MACN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUEB DETAIL& NOV. 61411 AS NEEDED TO PLU IS JAMB (DO NOT EXCM 1/4') DOOR JAMB TO BLOCK +2 MN EM INLIJ NT 1 1/4') WTHIN S' OF EACH 00 • W OG MAX SPACN& SECURE TO BLOCK UM) aft' TAPCONS MN SHANK SIZE le MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') WHIN S' OF EACH END S' C U 4 W O.C. MAX MACNG. I/2• DR1'ILL4LL 2xe, cm I'X4' U� 2 �roAP � P.T. HALER MN SWANK 612E Job DOOR CASING MN HEAD SIZE J00 MN EMBEDMENT I VW) WIT14N W OF EACH EMD 4 IS' OG MAX MACNG. DOOR JAMB OR uNDOW ATTACH TO 2X PER MAMAAGTREO DETAILA. NOTE, 6141M AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" i1IINneT TO BLOCK +21" 2X4, Will SECURE TO BLOCK W/ 6/I6' TAPCON6 MN SHANK SIZE .Hb MN HEAD SIZE JOO MN EMBEDMENT 1 1/49 WTHN S' OF EACH *0 4 W OG MAX MACNG. NOR, STRUCTURAL 2x MUST BE 2X6, = ON OUTSIDE 4 SECURED SECURE To BLOCK THROUS4 NON-e1RUG71,11RAL UW2) SAY TAPCON6 W16' TAPCCN MK 1-V4' MN SHANK 61211 .146 E INUXENT INTO IU'OCK. MN HEAD 613 JIM MN EMBEDMENT 1 V41) 6, cm —Ar— WTNN S' OF EACH END 4 UV OG MAX MACNM V2- DRYWALL 2XS, I'X4' CK SECURE TO BLO P.T. NAILER UW2) SM' TAPCON6 MN SHANK SIZE .Nb DOOR CASING MN HEAD SIZE JIM MN EMBEDMENT 1 V49 *0 2X SECURE TO 671MUCTU RAL U714N S' OP EACH MEND MEMBER UV(2)2d uTHN S' 4 W OZ. MAX OF EACH 00 4 6' TO S' OG MAX LACING. DOOR JAMB OR UNDCS ATTACH TO 2X PER NOR, 6141M A6 NEEDED TO PLU M, MANU'ACTURL'S DETAILS. JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3" MN. EMBEDMENT I V49 WTHN S' OF EACH END 4 WOG MAX SPACING 2)6, 121111 66C PS TO BLOCK W") 114' TAPC," (MIN. 614ANK SIZE 30 MN HEAD 612E 300 MN. EMBEDMENT 1 V4') UTHN 6' OF EACH END 4 W OC. MAX MACHL 2X& m SECURE TO BLOCK UVl2) V4' TAPCON6 MN SWANK SUB .Wb MN HEAD SIZE 300 MN EMREDM'EMIT I V49 WITHIN 0' OF EACH ED 4 E' OG MAX MACN3 e' crlu ❑ V2' DRYIIW.L I'X4' PT. NAILER 1/I6' OA IL X 4' MN i- DOOR CAGING DOOR JAMB OR WNDC I ATTACH TO 2X PER M ANU AC UPWS DETAILS. NOTE, 6HM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" 11�11D0� 1► TO BLACK +3 7/18" 2X4, m SECURE TO BLOCK W/ VW TAPCON6 MN SHANK 612E 30 MN HEAD 6UE JIM MN EMBEDMENT I V4') WITHIN N OP EACH END 4 WOG MAX MACN& 2X6, I20 SECURE O BLOCK • TA MN WANK &I= Joe MN HEAD SIZE SM MN WIDOOM04T 1 V49 WITHIN S' OP EACH END 4 10' Of MAX MA IN& 2XM CM SECURE TO BLOCK UV(2) W' TAPCON6 MN 6HMK IN= .14E MN HEAD SIZE JOO MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 10, OG MAX MACNG NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL DIMS' TAPCON MN 1-114' EMBEDMENT INTO BLOCK. L�1 S• CMMU ❑ 1,121 DRYWALL I'A4' P.T. NAILER V P.T.X 4'MN r DOOR CASING NOR, 61414 AS NEEDED TO PL.U"B JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLDCK +3 DOOR JAMB OR WNDM ATTACH TO 2X PER MAMPACIURL6 DETAILS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, R 32780 PH: 407-774.6073 FAX 407.7744078 www.abdesigngmup.com L AA 6: 0003325 J Qi Q 0 a SUBDIV. !a MAT: ABBOTT PARK LOT #25 BLK #9 PROJECT# 04181.000-25091 MODT44 2554—E301— "DARWIN" GARAGE ®WING: RIGHT PAGE: DETAILS 160 MPH EXP. C of PRINT 5 24 21 DATE: / / scALm: 1/4"=1'-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VCO E EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FSCR 12/32/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FSCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10"2.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 22/31/2021 10S31.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/ZD23 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 3Z/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S3S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 1Z/31/2038 3S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2026 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOORS W-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2020FSCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2D24 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL 15272.1 ALSIDE 7r VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 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 2020 (Rh EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1A41 N. RONALD REAGAN BL LONG WOOD, FL 32760 PH:401-77460TS FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 Q �s 0 a 4 JlL mwv • IATs ABBOTT PARK LOT #25 BILK#9 ll�Od>DOT* 041 .0 0-25 9 MOD=- 2554-E301- "DARWIN" wNtAnA swnaa: RIGHT PA*DT PRODUCT APPROVAL LISTING 160 MPH EXP. C NWALL PAST04 M (CLFG, &TRAM STAPLES) AS bk2IL AP ROYSC OUS.DN4 WRAP TO seem SMALL OE LAPPED A MlHlMU I OF Sm TO mlAtim �I b' • VERTICAL LAPS (ROLL UM LAYER % ENDS) N S• • HORIZONTAL LAPS. ALL SEAMS NEED TO ON TAPED LATH vERtICA1 LAP TO BE 1' STUCCO Lwar VITH PORTHM 6FlATHN TAPE -2. US LAYORNULDNS / \ l�� CONTROLi- s coat CEMENT — —'III— / MAL LATH "ANSrporcOF ROL J NTS / JONT6 E oP C:CIND 6`W6' SELF-ADMERN6 MEMBRANE E PLA6HNt1 W U TO DE OARED nED To LATH . 6' ER a, FORTF OER / \ NRER RM MM' SPANK O.C. MAX (VER%2 IalL DO NOT PASTIN CONTROL JOM TO. PARR r 1•a1l.M . I•tTAL LA1M PLASH OVER APPROVED HOUSE ~. 1441 N. RONALD REAGAN BLVD. WALL EVEN A• STUD D(IS16 / \ PLASLIAN6 To EXtFJAo orro PIPE LONGWOOD, FL32780 OEYGTD EXCEPT STAPLES W(ED FETAL LATH 4-6 PH: 407-7748078 V LEfi MAY OE USED TO TEMP.D SECIAR 1NOTAL D1 JONT NSTALLATION .T' (VERT) OG. MAX ORTS S! 4W SELF-APF�A� 1'A9'� PLASHM OVER APPROVEDDURAN9 HaAIE SAPaaI! FAX 407.7 078 www.abdesigngrDup•com��----.6To PASTWO M TO OE SP WtM r'!TAL LATH1. EXTE D ONTO PMP•EAA B: 0003326 OG. MAX VERTICALLY'CANT. NO lATHN6 ' I WPM LAYER % i' THICK I COAT Cl lrT STUCCO WtM I PLASTER - DEAD OT SEALANT •. TALL APPROVED MOUSltlAtAP AM FETAL LATH NRLTRATION OARRIl2R OVER / PORT�IEIER WAa LAYER Z. PIORfp>I�! �'^LYERO =�. :' tLASTIJ.PSV• fDAT'MIS � 611YLD/ -MIN I TED AT EACH SDE. \ �L— PROVIDE 2X4 OLOCKM6 r I't/ unf .w.......-,-.. ^V ,., V-•.~,.~. PER'A'SiM C.IS6) PLACED PLAT MAX W TO S' 4 m —ALL' f)vEt Irh.11 ti p o1 fth AS M C 1 "rr19s, PROM CONTROL JAM? WEN ALL LM sMll comply w@h ASTM C 706319s, \ CONTROL JOM FALLS ON or ASTM 178T MbTENERS FOR LATH TOM NML6 ORS"VICTE,� SnEICTAtM. STUD 2 SCALEr 1 VJ'•1'-O' STAPLES N CO'IPLIANr3 IY ASTM CISS! 1 WIRE TWO TO ON (NO. 16) 00415' WIRE & OLocia" a, — MAY mE N ADDInm TO WALL STUCO IROU"m PER PLAN / \ 4'x4' SELF-ADFERNO MO'bRNE 6 q.ASWM (COIPAT OLE SV HOUSE 4. VERTICAL LATH A�� Harec wa WOOD SHEATHING OLFOLDNt{yp" ® Lta.DN NO-Pr.A OR cm R. A ''GFR'" r�Ar°a"�'° WR5 LAYER AI, >. RUM • Pr. E a ON MS • PLc STUCCO WRAP (FRAME ONLY) a FOLD PT. a owe wt. _ MOffOOMR.AH ® J' THICK, 3 GOAT CEMENT PLASTERLASTER , M) GOAL L E G E N D CEMENT PLASTER (CPU) a` METAL LATH (FRAME ONLY) LAP WR5 1 TAPE OVER DRAINAGE PLANE (WR5 how 0 ROOr/WAl L REFn �ra : UATMT„O -- LAYER #1, STUCCO WRAP) taa FOLD,m km an. k THICK, a COAT OAMSNT i 5'X5' 'L' TYPE CONTINUOUS WR5 LAYER 02 IFORTIFI5ER INds ' fu;,2COAT z (NAIL TO TAL ROOF DECK NOT 5UILD ING PAPER) WM LAYER A2, PCRTREEIR 7n E WWM� PAPERMUM MLY/ WALL SHEATHING) UMLAYER -, CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X 61UOC.0 a1tAPePRLrO OW" INSTALL WITH ROOF CEMENT 4VZJ 8 a k' 5� Q a d sV>sDIV. &a ZA M ABBOTT PARK LOT #25 BLK. #9 PI on=T# 04181.000- 509 MOD=- 2554—E301— "DARWIN" GwwwGa swatch RIGHT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C LAF LA"M OP SIALOM MW O"m mmms Rmti RQ m �T^-'WSR�pAEbIt dwy) STUCCO RUMOR" \ ROOF CEMENT WOOD OR -I/16" ZIP WALLLai 1 SSIMLLKAW" I ROOF PER ELEVATIONS SHEATHINCz � Dt PLAINHI ras � SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO 5E PER SECTION 16T �1 WON "Off !W. f WO OR 1(� � ��MGlJ= R7O3.-1.1 / ASTM C-S'41-14a, MIN. 2.5 L55. PRINT 5 24 21 �'amm=ws PER SQ. YARD (UTILITY OR NOMINAL DATE. / / sc wlic: 1/4"=1'-0" DPaP MOM Y. irMIP SwO °x1Y PAGM „ LATH DOES NOT MEET SPECIFICATIONS) SHIMT PA&M,VOa� rJ L FLASHING CA7 N.T.S. V V A I INSTALL 6' SELF-ADFNIRINS r MEMBRANE) AND PLASWIBOTTOOMM STUCCO FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION AFh lesrCE OF FLA614MG TO BE, OVER TOP 4 SIDES f 1. t3cTraM. 2. eloEe_ n. TOP VENT CAP 16 TO ME SET IN BED SELF WOOD SHEATHING OF SEALANT AT TOP k PE A MI6 To EE FLASHING WRB LAYER 01, TOOLED 60 AS To DEFLECT UNIT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. X' E-Z BEAD ALL AROUND PREMANUF. DRYER LONGWOOD, FL32750 YENT-APPLY SEALANT ALL VENT CAP (SET IN PH: 407-774-6078 UM LAYER "2, FORTIFIBER FAX 407 774-40 8 r JOINTS AND INTERSECTIONS CONT. SEALANT) r APPLY SEALANT AT PERIMETER OF BUILDING PAPER www.ebdeslgngroup.cwn BACKER IWO NON -MOVABLE 11QAI'E AND STUCCO AA #: 0003325 Y' adL 61 F6. + cAUL+<ING • J°INT SEALANT • TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING I I PER SECTION PLASTER LAYER 1, I I E ftft drum ow pkmb m STUCCO WRAP BACKER ROD I I Exterior use of portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) NI,' TO 76' MID -WALL LAYER Q, FORTFIBER BUILOMG PAPER requirements of ASTM C 926-18b. ' l_llFFP METAL Lg71.1 T/S' TI�p Installation of exterior lathing and framing sbOl� CONSTNNICTION �I� s shall comply with ASTM C 1063-19a, or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOOD STIIUCT1JRAL '1 ' WPM LAYER 1, FLASHING s' cru DEO.C. MAX MB'R • STUCCO WRAP HOODED VENT BUILDINCs PAPER WOOD FRAMED i' THICK 3 COAT CEMENT PLASTER OVER41 PLASI r — — — -1 WALL :' .' - AMETAL LATH _ _ HORIZONTAL WEEP SCREED ( FRAME TO FRAME WRB LAYER a, FORTRBER �� THR 6' STRIP SELF 19UILDNG PAPER ACWM E FLASHI CLEAN WOOD SHEATH NG f \ A MASONRY NO -ORE APPLYING MAAONR /^� ♦ 1 f T \ iY TEKt1AN!!D aoam� ,anon; WOOD SHEATHINCs MEMBRANE FLASHING OVER BOX AND OVER .................. 6' UNDE STRIP SELF APPROVED WRB ADFESW R.AAWINS, CLEAN MASONRY PJVORE APPLYNNG &TEP 01 LAYER 1 5TEP #2 2 FI.AeHNNG ELEC. METER FIEL 1 U STONE vetalc OVER ecR ArcHCOAT VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPROVED WOU�sP —'- WRB LAYER 'I BELOW STUCCO WRAP HORIZONTAL WEEP SCREED 7 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT GUT °.+UGH THAT NO MEMBRANE '`. - 6 APPLY 6Q7 MN GRAOE .D. FELT SELF-ADHERMG MEMBRANE FLASHING W ST ONE VENEER PRIOR TO INSTALLING ELEC. ELATE R6 BOX OVER METER APPLY TO FACE ?: SELF -ADHERING (FRAME TO BLOCKI FLASHING OVER CAVITY TO BE FILLED APROVED FIouBEUAeAP WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM WRB LAYER n, FORTIFIMER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP #3 STEP #4 DRAINAGE PLANE (WR8 NT LAYER 01 STUCCO WRAP) TTHAEELECLWIRE PENETRATES k T PARK #25 . #9 # 0-25 1 E301- WIN awato:GHT P OM WALL ASSEMBLY DETAILS 160 MPH EV. C ELASTOMERIC W1R5 LAYER 02 (FORTIFIEER — - — • — - — — COATING OVER BUILDING PAPER) AREA To RECEIVE STUCCO SCRATCH GOAT :: STUCCO/ CV. FINISH (SEE TYPICAL WALL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- APPLY E-Z BEAD OVER 60 MIN „'°'°'°„ SECTION) ROLL )RQg TO ELEC. METER INSTALLATION GRADE 'D' FELT -PROVIDE °. `.;`? ;; ;, r: METAL LATH M ^ 20 L STUCCO PROVIDE STUCCO SCRATCH SEALANT AT ALL 1 , WOOD OR 1/1W ZIP WALL ® COAT LARGER THAN THE ELEC. CAN OR METER JOINTS AND INTERSECTIONSMETER .° " ...... °' SHEATHING COMBO OR METER CANCAN SELF-ADHESIVE FLASHING - — — — - DlscoNNEct Ho�a DATE: 5/24/21 NOTE: METAL LATH: LATH TO EE PER SECTION COS ELECTRICAL CONDUIT 8 ST #5 STEP #(o SCALE:1/4"=1'-0~ SHEET R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PENETRATION PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL RECEPTACLE WA2 WOOD SHEATHING WRB LAYER M, STUCCO WFAP WOOD WIRB LAYER 42, FORTIFIBER CONSTRUCTION BUILDING PAPER 'WHAT CHANNEL i' THICK, 3 COAT CEMENT WTYPE x' DRYWALL PLASTERWV 6' BAF. *TOP OF WEEP 6CREED TO SHEATHING BEHIND WEEP SCREED WOOD 61IEATHING �� 4' POSITIVE DRAM WRB LAYER 01, ' �` VEEP SCREED i STUCCO WRAP ;' THICK 3 COAT CEMENT ` PLASTER AM66-WFWC-,�suSTOM i _ CASING �� DHEREMG � PL a � FLASMINdsHM6 WRAPPED i • TOP OF WEEP SCREED TO 6HEATHING BELOW STUCCO WRAP ♦r _'' \ v; WRIS LAYER 2, FORrrmR r' DIUILDING PAPER cq `�^!..T• `'t�`C�y ' I 6. 6E1.F-MHEREING 111111115 FLASHING WRAPPED CO STUCWRAP ; .CORNER of CANTILEVER AMIGO AMI66-UFIIIC_,6mWEEP custoM cdSWr. BEm 1Z'24' POe1TIVE DRAM SCREED NO GAP IN FIELD —11 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE: 1 1/2'"1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1,1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD OON STRUCTION WEATHER RESISTIVE BARRIER 41 9/4 RESILIENT WEATHER RESISTIVE HAT GHANrEL BARRIER 42 YMYL CASING BEAD THICK 3 COAT CEMENT PLASTER 5/8' TYPE x' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH PLA6TER3 COAT CEMENT (2) 2x12 HEADER VINYL CASING BEAD NO GAP N FIELD (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RESISTIVE DARRER N IF WEATHER RESISTIVE BARRIER 4 VINYL f:A6MG BEAD ;' THICK s COAT ca=MeNT PLASTER 5/8, TYPE x' DRYWALL METAL LATH W/TEXTMRED 4 PANTED WOOD SHEATHING FINISH 810K3 COAT CEMENT HEADER (SEAM VINYL C+'ER BEAD VINYL CORP. 4' POSITIVE DRAM ROOM WEEe SCREED VINYL CASING BEAD NO GAP M FIELD (SNOUN FOR CLARIFICATION OF SEPARATE Gamin ONLY) @MM EDGE INSTALLATION NXT. wow FRAM WAIL SUSAX)OR DECKNO PRE-040'D Im" WEWTiom RB8ISTIVE BaRUER 9 WEATHER REM6TIVE. BARMER 42 it TWM 3 COAT C81'@R METAL LATH WOOD SLEATHNS— EXTSRIOR GRADE DRY WALL N THICK 3 COAT C (6m" FOR WARATO AL 0 ANTILEVER DRIP EDGE FNISN LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 ST METAL DRIP EDGE ED •{��{�/y\\� SET IN FULL BOF EEL 6' F1 \ SEALANT, M IR STICK •DRIP SPACE FROM DRIP PROM DRIP EDGE TO TO FACE TO TREX DECK Yi GAP FOR BACKER 11190 k4' P.T. OR 6"LLATED ROD 4 SEALANT WOOD (TNDO FILLER VINYL CASING BEAD CONTIHMJDIM WATER PROOFING Nt 6EATH IE R RESISTIVE LAYER (2S LAYER PEEL f BARRIER 01 6TICA) WRAPPED FROM r 616TIVE DALCONY DECK TO ISAPRIER *2 CANTILIEVOR 6' FEEL 4 6TIc K . DECK T'RMbRANX ON, TO B eDOVER DRIP GUIS F ®C230CMM 3' X V 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF le 1vROD 44 6Ap � ANT � WATER PROOFING Ist FINISH LAYER (2 LAYER LAYER (2 LAYER FEEL 4 FEEL 4 &TIM 6TXX) WRAPPED FROM 3/4 RESILIENT BALCONY DECIK TO HAT C44AN'IEL CANTILEVER i' �C3 CART CSIENT METAL LATH ......-..,,., , 111 WOOD WMATWINS WREXIUIRCD 4 PANTED DARitIElt FINISH WEATHER RE J 3 COAT CEME9+r ISARR� POSIRTIVE t �� UEEC Se�EEI HVWL±e ANN2 NO Q. ND GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING THE- RESISTIVE BAR\RIER � WEAli-M RESISTIVE BARRIER ►2 PEEL 4 STIFK I Ye-A3' V FLA W4MG FULLY EMBEDDED IN ROOF CEMENT 1 X 3. 26 GA GALV. METAL DRIP EDGE PROD 1 SEALANT SET M FULL BED OF SEALANT, lf' MM. t SPACE PRO! DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING EAD BARRIER M WEATHER W-618TIYE WATER PROCIPM lot ',D BARRIER 02 LAYER (2 LAYER PEEL EXTERIOR C40LUMN TH < STICK) L E G E STICK)awir� COLUMN SHEATHING FEEL • 8TICK 6' SAF. 1)6'x.S'VPLASHMG DRAINAGE PLANE (WRB ® PLOOR ROOF IN LAYER 01, STUCCO WRAP) I lb' X 3' 26 C.A. GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER ------ Is. — — 7Jyl4e XI ' P.T. Comm SW"AJLATED SET M FULL BED OF OD(TREX)FILLER SEALANtx'MIN. BUILDING PAPER) NTINUOUS SPACE FROM DRIP FAIN TO TREx X-X-X-X GAP FOR SEALANT VINYL GdAM BEAD METAL LATHT. BACKER ROD.WATER PROOFING Ist ODIFIED `� LAYER (2 LAYER PEEL. 4 4 RESILIENT STICK) WRAPPED PROM STUC r-OT CHANNEL BALCONY DECK TO L � BEm i, alCANTb AT CEMENT WOOD OR 111(o' ZIP WALL SHEATHING 5/e' TYPE x' DRYWALL METAL LATH wrtExnsaED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — FMI6H ;' THICK 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER WEEP SCREED VINYL CORNER BEAD (SHOW) FOR CLARIFICATION OF VINYL CA6NG BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE. NTS WOOD SHEATHING WRB LAYER 01, 2x FRAMING IDIMER STUCCO WRAP M i, THCK 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 42, FORTIFIBER 2 1/2' C�>�IeP °'?d*' BUILDING PAPER U FASTENED TO 6HEATHINO ! WRB LAYER 01, • • T' = MAX. L 1 STUCCO WRAP C METAL LATH U a i WRB LAYER 41, THICK 3 COAT CEMENT WRB LAYER 02, FORTIRBER STUCCO WRAP PLASTER i BUILDING PAPER WOW BNEArNa4G 6'SELF-ADHERING METAL LATH METAL LATH FLASHING WED LAYER n, FORTIFIBER (EXPLODED J' THICK, 3 COAT CEMENT BUILDING PAPER IEW FOR PLASTER CLARITY) 14A ORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE WRB L of STUCCO WRAP '. k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING tit 1- O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD � BLOCK WRLAYER •2, FORTIFIBER F B EUUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND :L"i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 04 r 4 L a urn TT PARK T #25 LK. #9 �OT4/ 04181.000-25091 2554—E301— "DARWIN" RIGHT PAGlk WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 UP PRINT 5 24 21 DATE: I SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING —\ WRD LAYER M, STUCCO WRAP —� WRB LAYER 42, FORTIFISER BUILDING PAPER METAL LATH NI 2' THICK, 3 COAT CEMENT PLASTER 1 &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WPM LAYER N, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRS LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, PowmIBER ;'.:•: BUILDING PAPER METAL LATH r: THICK, 3 COAT CEMENT tc PLASTER &'SELF -ADHERING FLASHING DRIP (SAP WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) METAL LATH WRB LAYER 1, STUCCO WRAP WOOD SHEATHING WRB LAYER 42, FORTIFIBER BUILDING PAPER WRB LAYER 01, i' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER i WRB LAYER 02, FORTIFIBER VINYL ANGLED BUILDING PAPER C SW& BEAD yINYL CASMG BEAD METAL LATH i (EXPLODED THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1 T•7 A BAND (FRAME) SCALE: IX TRIM MEMBER o STUCCO TO — SIDING TRANSITION SIDING- WRB LAYER M, STUCCO WRAP & GAP TTP CA61NG BEAD TO TRIM C 3 COAT CEMENT cR LATH UM LAYER h, STUCCO WRAP FORTIFIBER \-- CASH READ &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) uiom sHL4THNo— I,1@6ISTIvE DRAINER �uNW!, Kx i4 Ida= sc*� WMP-APHORM WARTIR STRIP— SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION �--�-ADFERRJ6 lair REGSTNI �T M I-IESISTIVI• M4LVD METAL 71 R A6HNS NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-&41-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) GoOP *1BAT14m I�R'slsTtYQ WT ER IZ faE.816TIHE � �x,�Y'�AreloNa '� t � I PLASV�AIN9 1 STARTER STPW 10ou"ma DRAINAGE PLANE (U1R5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME x—x—x—x 0 THICK, 3 COAT CEMENT PLASTER METAL LATH 7. i. WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) �WRB LAYER 01, STUCCO WRAP, :7:AROUND FRAMING MEMBER ADHESIVEFLASHING SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY -`------------------------------------- ---- ------ ------------------------------------ Y4' GAP TYP i}' THICK 3 COAT CEMENT /CASING BEAD PLASTER SEALANT . / . TO WINDOW r— METAL LATH WINDOW FRAME ,- 6' GOLF-ADFRIAAN6 t rLAeHnAo t BANKER! N TO LAP 6'14K 0F W0.� t t -�IsrrvE 1 _ r Lw1eMNG 1015fft ani! WINDOW FLANCsE oom;pqm Popp; 1 OR APPROVED WA OAItltlER «erne i.• �T I��Isrne ulATHR R><su►tne - DARtlER 4 DAOCM Rom) Pvc SIDING TO STUCCO T�AeeisTlvs ® FRAME TO FRAME BARREN 19 TRANSITION WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING-2�AD VINYL G�I� 2X FRAMING lW/%' FLEXIBLE PVC BACKER Rc MEMBER 'APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 MIN 8 a 0 � r sv�iv. �. r�os'A ABBOTT PARK LOT #25 BLK. #9 Pltol�s1M 8 00 —2 091 atoam� 2554—E301— "DARWIN" awiva>o isw� RIGHT PA03k WALL ASSEMBLY DETAILS 160 MPH EXP. C RAITNET 5 2421 O3CAIE: 1,4"��—"CAsING SHEET 9S• CARESS 1 SE TAIQ:N W KEEPING TIE VENTI R ERLY A", 8"AND w ALIGNED. VENT PIPE IS SEALED IF MIMI. NAIL IN PLACE SHOVM IN P GALVANIZED U91NG 1-1/6" NAIW qT EACN CORNER. RWFINOCEMEM SHOULD SE APPUEO M ALL SHINGLE EODES IEM THE NEOPRENE IOT OUTER EDDE AND AROUND THE ENDRE PERSAEiSR A8 CUTOUT GOOSENECK VENT OPENN01N TNi HHOOF RECOMMENDEDINSEVEIE WEATHER DISTAL S IRTSHMN.IE THE EVENNG MECHANIC✓VENFAN IE CONSTRUCTIONZONES. CIiARt SHgNN. IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OFFEND IN ACCORWNCE MATH VENTFAN MANUFACTURES %%NO COMECTON INSTRUCTID DO NOT WT ININ TO TRU65E5 OR RAPIERS N1'ENCUi'IINGTE OFFEND IN TIE ROOF. I—� IMEgFERIND SNNGLE 1tVL9 AROUNDHE T PERIMETEROFTHE OPSWIN E T STENCILING FLANGE OP TiE VENT LAYS FLAT M THE ROOF SHEATNNO. SLIDE T/1E ASPHALT RWHICCEMF TOP IXE 910E FLANGES OF THE VENT UP ANDS M I MOLDED WER F SASE SHNGWS.ALLOWTIE SOTRJM VENTFIANCES TOIAY CH I c I o I WPE rwDOVER FIANCE THE TOP OF THE SHINGLE$. ROOF HOOD VENT DETAIL CUT WOUGW IIAP AT ,W ,*V" MODtlD •I• CUP . N NOUS MRW L0411 OF Ormou I \ MrwoVfD HOUSE~ OVM SHATIIIS, OVER: UD STUD WALL STEP 1 FMlIL"aUR-411Hm ""' MOM" PLMNIN Do NOT SEAL "OITOM PN STEP 6 A hl.-Y HOUSE~ (O TYJC FLAP 11C N WRAO FOLD 110LISEW N AT JAMM 1 0.0FB ILL R STEP 7 ALM R"A1111ND W M.—OF 6" ma PICWNICALLY PAS,T IN PANNED EDOY,(CA- N ". STAMM INSTALL OWCNT MJDMKW M. AµTHn N PLUMBING VENT DETAILS lmrrim— P GRALAN AMM ANC PPLY TO S,DOW NA LAMM N IIIE-F•Ar-4 OL lS, on IRE ADNMNt - PIES IS PLAONM vtlt DRIP CM SCTO-Iu.AP taw, WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 -MRLAYMENT -l" II ASPHgIT ROOFING CEMENT S• OF CENTERLINE _�. -EXTRA FS IN EF.DOF SNNLS.NXEYE ,%TEND END SMNYE AT I.EY 12•ERUNE EYOM VALLEY OENIERUFE --I• aIPPEooFF _ CORHER AT 00EOREE3 l -SNNOLES —IMED 2" SACK FROM VALLEY CENMR-IN: ROOF VALLEY DETAIL APTLY OI Hal (o FLwD A -MOD PLASNM (LANCO 0447E-6EAL RO-u OR EQW h SLOPE ".L TO Ex HIM L IT 0 THIS CONTACTOR! INOVIONSI MLlY TO VMlr THE fLMPATEIi.1rf OF ALL PMeODUOTS NMUDI 2 NtINES1IA' SEALANTS, A OBUTADNMW rLneNan MATS,INALS, USED Oumm C.ONS,iRIGTION N . .TALL ALL MATINS" Fee MANsaanwam UNITT@! SPNCW-A?10* g jpjl dtT MAW*n MAY RGCT ADYIRMLY IP NOT Fiam— Arl AND SEAL JAMS TO SILL JO" WITH !!�" OWm coMrLETION OF ETRORIT WORK NOTE, REPAIR SCFEM 84OWN SWILL BE tIMM ENTER AT ALL Wt00WS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW Opmm AL NTERIOR P'81l,, 101 OF WMDOIU� bk LLL — L IT IS, THE CONTACTOR! POWONSOLTr TO VMPT THIS 0"ATIMILITY OF ALL FRODUCTS, N=A0N2 SE LAWS E SELF-ADV0*4 ILANNM MATMIALS USED D~ COPMTISICTION 2. R ASMNS, AT NX11VWM WIDOWS AND DOOR OFI UHM SH&L BE NSTALLtD N ACCOIIll"AMNCE WITH MAPSEAGTLPO" tOrALLATION wTNUCTIOIM AND APPROVED ME HOD U OF MC Whft4 u N AOCOIOANCt uITN PWS,TR4TKN � � S,NTALLATION AND Pt.ASFlhki NaTIW1eTIOPr. WAEL&S MANTB MAY RFACT ADVEMILY P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. we 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.a bdesIgngroup.com AA M.0003328 4UN Q Q�s a ssrsDiv r :� ABBOTT PARK LOT #25 BLK. #9 rmasL w 04181. 00-25091 MODEMS 2554-E301- "FDARWIN" aGARAGM ewara2 RIGHT PAO2h WALL ASSEMBLY DETAILS 160 MPH ER. C 2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 1 METAL FABCIA WRAP DRIP EDGE P� I\ 1/8' TEXTURED 1 FINISH R WOOD I �� 2X6 EUD (AND 1/2' TEXTURED FINISH i CMU �\ METAL FASCIA \� WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL �\ EXTERIOR WALL (FRAME OR CMU) `\\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY \ ®ELEVATION ®PLAN A © FLAN 8 ROOF KICK OUT REMOVED \` FOR CLARITY PROOF DECK(BEYOND) --. ,DRIP EDGE, 1' OFF WALL VNOT INTO STUCCO) "IW TEXTURED FNIOM • WOOD, V2' TEXTURED FNIEH • cm METAL LATH WOOD SHEATHING OR cm UPS LAYER q STUCCO WRAP(FRN-E ONLY) UPS LAYER 42, FORTIFIBER BUILDNG PAPER (FRAME ONLY) ROOFNG CEMENT TEXTURED FINISH v WOOD, 1/2' TEXTURED FINISH o CMU —2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x X k 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 x x x x x x x x x x x x x x x x SUB BAND DETAIL R WALL W/KICK— OUT 1ME OR cMu T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y.i ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 01 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 4OT-774-4078 www.abdesigngroup.com AA®:0003328 8 a a c La Q PRINT 5 24 21 DATE: / / SCALE: 1/4"=l'-0" SHEET WAS 74" 10'-0" 2'4" TE-1 4" CONC. b a SLAB o io Iw O wI N FI io I~ M FM-tBx18 — — — 3'-6" 11'-8" EXTEND }� SLAB 1 112" to Im I m TOP OF n SLAB I� I . • I O �z rII t *I— — — — FM-16x18 I 4 cj I I III O to 1 4" PVC CHASE FIN. CONC. SLAB I aI >_ m m WI I Iml ILL'I Al2,-T 27,-2„ UP TO 2ND FLOOR I� (FIELD VERIFY I ao I I EXACT LOCATION) 6 I „ I aQ a? I 5 tlFl, zo I n U io U • I I c3i I FMC-16x18 L N I F7-24 • I I ( 4 #3 BARS T-0" LONG —� W/ 10" HOOK SIM. S O (�18"O.C. 2 1A ,. XTENDI I 11 u�1( LL FM- SLAB �o aJ L 16x18 1 1/2" I J m k a 4 —� V-3 1 3'-1 a T-5" L1 FM- 4" CONC. ao 12x18 ( SLAB 3 11T a? l— FM•12x18 it 1FM 8 iN -4" 6' 1' ,-4„ 12'-0" 1614" 1 2'-8" 20'-B" 29'-S" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MNDICATES #5 BAR, ♦sLNDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", 06 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS IS. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402I602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3D00 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER '} OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: t. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WIA4 W1.40VER GENERAL 3 11T 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 FW12X18 iT CONTINUOUS 18" (2)#5% FM-16X18 16" CONTINUOUS 18" (2)#5's FMC-16k18 18" CONTINUOUS 18, (2)#66 VARIES TE-1 8" SEE PLAN 8" (1) #5's CWC-12X12 IT CONTINUOUS 12" (2)#5's (2)#Sa F1-24x24 24" 24" 12' (2) #5's (2 #5b (-) 0'-8" BELCVWIM 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 �9�I�111 011N11; 9VHDIV• as LDT: ABBOTT PARK LOT #25 BLK #9 PRoJECT# 04181.000-25091 Imoamu 2554-E301- "DARWIN" GARAGE BNiNG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C jf PRIN DATET 5// 24 21 SCALE: 1/4"=1'-O" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING • r Y fir-+ •r•r°•' Z STEEL REINFORCING IN GROUTED ¢ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR AND • r•' • p; r' a 0. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a } SIZE SPACING REQUIREMENTS + r�-- I • ' '1 _ : -��--� '= r /.I GARAGE DOOR f 'k RECESS Ir ro m W U1 .�.: pM�. U y Q CORNER BARS, SAME SIZE AS LARGER BAR N W 8' (aiJ Z 8" CMU WALL O B" CMU WALL . I + . IN FOUNDATION WITH 30" LEG EACH N V WAY AT ALL CHANGES IN DIRECTIONS o M +_ 0'-0" .. SO THAT THE STEEL REINF. IS CONTINUOUS ' TOP OF SLAB TOP OF SLAB .rl. MATCH AMOUNT OF CONTINUOUS BARS �I, ?k- CURB FOR /'Ic MASONRY • d • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIAL : - VA I S SEE SLAB SCHEDULE TOP OF GARAGE °- I • 'I CONTINUOUS STEEL MONOLITHIC . r FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET '- r' AT ELEV'. b" EXT. PORCH SLAB ^ W/ 1/2" ISOLATION �! JOINT (WHERE •.. • 4" CHAMFER (1-STORY) 6' CHAMFER (2-STORY) #3 18" #4 24'• r _ EXT. PORCH SLAB - W/ 1!2" ISOLATION 4" CHAMFER (1STORY) 6' CHAMFER (2STORY) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 011 APPLICABLE) Z SEE SCHEDULE #5 3W JOINT (WHERE • EE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST g FOR WxD, BAR SIZE ' APPLICABLE) Z FOR WxD, BAR SIZE NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO ND BAR QUANTITY #6 46 A # AND BAR QUANTITY MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING CORNER BARS DETAIL DOOR OPENING 1 2 SCALE:34"=1'-0 @ GARAGE SCALE: 3/4"=1'-0 SCALE: 3/4•'=1'4 SCALE:3/4"=1'-(P (1) #5 REBAR VERTICALLY W/ CONIC, U POURED CELL LAP TOP PLATE/ Q 8" CMU AND NAIL 16d COMMON O taA � NAILS, 4" O/C BTM. VERIFY HEIGHT Q a S #4 REBAR 024" O.C. Q CENTER OF SLAB OROWS, LAP TO OCCUR OVER STUD OF WALL W/PLAN Z ❑� v W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING _Z 0: W W � y ' WALL W/ SYP O > v O x'U 7' CAPPED NEW REINF. BAR O 0. No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB WI GALVANIZED PIPE SECURED W/ 2- PART S SPACING. SINGLE BTM. PLATE WEEDD GE ANCHOR W/ T W/FLANGE ®BASE a EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH WASH - Q 8", UNO — � FOLLOW ALL PLATE EPDXY 5-1/7'EMBED. MIN. 16' OC • - . °• • �y NS F SPECIFICATIONS FOR SIMPSON SPH4 OR SPFi6 MAX. I " CO I QQ USE AND = m BTM AND TOP PLATE i�1 _ CONC., REINF. W/ SECURE FLANGE F- �p PREPARATION OF " ANCHORS 10d x 1 VL" F-1 J � .' 'k6"#10 WWM ON 1/4" X 21/4" 2 l (0 v HOLE. AI COMMON NAILS FILL ALL v1 • S N 8-MIL POLY ETHYLENE TAPCONS Z Ir W HOLES, OD NOT USE 10d W m lU F VAPOR BARRIER ON • WELL JLSLABW/(4) x 3" SLAB SCHEDULE -COMPACTED II O} mwo < X > .�- CLEAN FILL TERMITE TREATMENT SHALL BE Al [SEE d S' BORA-CARE TOP OF SLAB : y ' 4" CHAMFER(1STORY) '—�'• - (2) CONT. #4 REBAR 6• CHAMFER (2-STORY) z !• ° y (2) #5 REBAR ON CHAIRS •i•r 12" MIN. DEPTH INTO ? ice\ ` 2,000 PSF VIRGIN SOIL OR 95% EQ..EQ.,LE FOR WxD, BAR SIZE I�u VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL BOLLARD ADDING BAR TO AND BAR QUANTITY SLAB HEIGHT LESS THAN T-6 8 PER PLAN EXTERIOR MONO DEEP 5 scALE:34'=''-0' MONOLITHIC FOUNDATION 6 scALE:3/4"=1•-0' INTERIOR CURB FOUNDATION WOOD WALL 7 scALE:3/a"=r-a' (W/UPLIFT) FOOTING W/ BLOCK WALL 1A SCALE: 3/4' i'-U' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4STEEL LAP TO OCCUR OVER STUD OF WALL W/ PLAN REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SYP 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS Z BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO S 0. SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE SLAB W/10d MASONRY NAIL TG NAIL 16" O/C STAGGERED. 16' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL m U CONNECTORS NOT CONNECTORS NOT 0 REQUIRED WHEN NO REQUIRED WHEN NO W N UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 8" CMU WALL W m SEE SLAB SCHEDULE - M +-O,8'CMU LINTEL CONT. (TYP.) FILLED CELL(TYP.) OF SLAB+-5_' Q SEE SLAB SCHEDULETOP 2X WALL FRAMING TOPOF SLAB SEE SLAB SCHEDULE WPOURED 12" DIA. SIMPSON STBZ BOLTS 5" TOPOF SLAB Z� g ��' "ISOLATED" COLUMN PAD ° • CENTERED UNDER WALL ND MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS ND i6'O.C. VERTICALLY MAX °'POURED MONOLITHICALLY WITH =AND FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULEULE FOR WxO, BAR SIZEFOR WxD, BAR SIZE R SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY kA NTITY INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 8 SCALE:3/4'=T-0 NO UPLIFT ( ) 9 6cALE:3/4"''� (NO UPLIFT ) FOOTING AND COL. PAD 0 BLOCK WALL CONNECTION SCALE: 3/4' V-0' SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Q Qms 6 s Drv. as LOT., ABBOTT PARK LOT #25 BLK. #9 PROJECT 04181.000— 5091 MODEU 2554—E301— "DARWIN" GARAGE BVWG: RIGHT PAGE: DETAILS 160 MPH EXP. C REINFORCING IN GROUTED EE PLAN FOR SIZE AND iG REQUIREMENTS MIN, 10". EAD W/ 1" NOSE j8" CMU WALL VCE PAVERS 1W REBAR (TVP.) < W OF TOP TOP SLAB --r- OF SLAB N SLAB SCHEDULE QZ 1TRADIUS ORZCHAMFER wo SEE SCHEDULEFOR WXD, BAR SIZEw 7x;: AND BAR QUANTITY Lz�_•�•V >� O g uj m 0 HEDULE , BARSIZE QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL 2 3 AT ALL PAVER AREAS SCALE: 1/T'=1'-0" SCALE: 112"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z " 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SYP N0 2 STUDS SEE a SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/ 1Tx9" WEDGE ANCHOR WIT I. ¢¢ w m STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WASHER SET IN HIGH STRENGTH U m Z SPACING REQUIREMENTS SIMPSON SPH4 OR SPH6 EPDXY 5-1T' EMBED. MIN. 016' OC MAX. v a W - Z 8" CMU WALL a BTM AND TOP PLATE O a 8" CMU WALL ANCHORS W/ 10d x 1 1T +- 0' +- 0 -0 w COMMON NAILS FILL ALL TOP OF SLABq' • TOP OF SLAB m SEE SLAB SCHEDULE HOLES, DO NOT USE 10d+• x S SEE SLAB SCHEDULE •" SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA ? ILL° a f > • , • . •� •° O 0 +- EXT. PORSLAB CH W/ 1/2" ISOLATION ^ 4" CHAMFER (I -STORY) 16" OU • Y . ° TOP OF SLAB _ 70P OF SLAB JOINT (WHERE 6' CHAMFER (2STORY) ;Y4 24" .° f` •• • ' • APPLICABLE) Z MATCH STEEL REINFORCEMENT p5 30" °•� 6' PVC CHASE iv PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING p7 4T' EE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE MATCH STEEL AND BAR QUANTITY AND BAR QUANTITY SEE SCHEDULE PER SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION CMU WALL �11NTERIOR FOUNDATION WOOD WALL THRU FOOTING 4 SCALE'3i4"=1'-0 J SCALE:34"=1'-0 {WI UPLIFT) C V SCALE:3/4'=1'-0 Mph 2 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.dom AA * 0003325 y 4 _0 � ounDIv. a LOT: ABBOTT PARK LOT #251 BLK. #9 PROdmOT# 04181.000-25091 MODEL: 2554-E301- "DARWIN° GAPLAGm SWMG: RIGHT PAGm: DETAILS 160 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W11W HOOK GROUTED BOND BEAM a p • y. CLEAN OUT REQUIRED Q FOR INSPECTION m '+� '. :•a I TIEtiERTICAL REBAR a • TO HORIZONTAL • REBAR W110" HOOK BAR SIZE 148 BAR DIA. Z� O #3 #4 18" U #5 #8#7 id HORIZONTAL/VERTICAL REINFORCING (D- SCALE: 3/4"=1 OW U 5 ] NEW REINF. BAR a SECURED W12- PART a n I EPDXY. MIN. EMBED 6', UNO 6 FOLLOW ALL MANE �j SPECIFICATIONS FOR _ USE AND I ¢ PREPARATION OF Z HOLE. ao W� 4 co: 4 .a, 4 •.�_ yea ,4_ ,b STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" 14 Z f OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #3 16, METHOD #4 24" HORIZONTAL/VERTICAL #5 3a' G)� �; ;z, #5 BARS a1�' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS MA li N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.ab eslgngroup.com AA M: 0003325 �Q 11. m a l C PRINT 5 24 21 DATE / / SCALE: 1/4"=1'—O" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. 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. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8636, .177" ° x 2 7/8" LONG, WITH WASHER Q 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. HEADER SCHEDULE MARK D'6� PTION1 REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. =TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (as0 MH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)#5 (1)n N/A GROUTED SOLID S82 MASONRY 3000 8x8 (1)#5 WA I GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 3 SIDES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003326 C m �Ti sumxv. Aa LOT: ABBOTT PARK LOT #25 BLK #9 PROJICCT# 04 81.000-25091 MODS 2554—E301— "DARWIN" GARAGE ElMlNcs: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN & NOTES 160 MPH EV. jC op DATE: 5/24/21 SCALE: 1/4"=l'-0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8k8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ia0.5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \AOFvt PLACE STEEL REINFORC NG (1-2) 4ETHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\Gj AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \•� / TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'kt6' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND SEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL COURSE OF BOND BEAM - REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / 4 TOP OF THE LINTEL o„ , VERTICAL REBAR W/ 10' HOOK 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. *=fie 1I N. RONALD REAGAN BLVD. 8x16 DBL. BOND T OF LOPH: 407D74$07 a ,\\A• OQCy EBEAM W/ ACHCO(,)#SBAR BOND BEAM FAX:407-7744078 '\O EACH COURSE \\iG 8x8 BOND BEAM T F AAA M 1g0003325 com • QED W/ (1) #5 BAR BOND BEAM FO F=FILLED W/ GROUT 30" TYPICAL I .\Y\0 U = UNFILLED GROUT SOLID FROM T P NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL, #5 BAR IN BOND BEAM r BEAM COURSE SEE NOTE 5 A \� 0 16-1 T/1�/c 8x8 PRECAST CONCRETE � NOMINAL— �� LINTEL W/ (1) #5 BAR (L2) I 160 HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 9 OPENING - 7 CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR I BEAM DESIGNATION THAT XFXX- iT/1MI0B INDICATES DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4"=1'17' REINFORCING OF BOND BEAM ANDXFXX-1T/OM/OBINDICATESASINGLEBONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'1Y' AND XUXX - 1 T/IMW INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - !T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 4 yh op 0 Q 0 #5 BAR BENT APCON ASSHOWN OR(MIN2X 3)MINS SHANK PRECAST "a IFS OR DRIVE PIN (MN SHANK r WINDOW SIZE.145 MIN HEAD SIZE.300 / SILL MIN EMBEDMENT 11/41IT SLOPE FROM EACH END AND 18" ZO' `L� ro EMBEDMENT IN 1-1/4" 0 _ 2x8 (MIN 2 X 3) 2�/i6 TAPC30 OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 N BAR TO BE PLACED IN 1X') W FROM EACH END AND 2X4 SOLID BLOCKING ` UPPER AND LOWER 16, O.C. MAX. MN 1-114' SECURE TO SHEATHING W/ BOND BEAM #5 MIN. REQUIRED IN EMBEDMENT MIN. 2-12d PER BLK. EA. END EACH CELL HOOKED IN TOP BOND BEAM W/ /7116'OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW « VCMUWALL CORNER BARS 4 SILL CONSTRUCTION 3CALE:11/2'�1'-0" A 3 AT CORNER STEP ARCHWAYFRAMING DETAIL SCALE: 3/4"=T-9' SCALE: PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I do Es > I 1 SINGLE #5 CORNER N BAR, 3Ox36 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF SA E� FILLED CELL BOND. BEAM I II 8x8 CMU PIER PROVIDE #5 BAR I) / W/SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE fA V$DIV. & LOTBBOTT PARK LOT #25 BLK. #9 PROJECT* 04181.000-25091 woaRL: 2554—E301— "DARWIN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C WHERE: A d. = END DISTANCE — %, = SPACING BETWEEN ADJACENT FASTENERS IN A ROW g = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE •(,� L L 1 SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL LINTEL. CHANGE IN WS ROOF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT 7 SCALE: /4"=T-O SCALE: N.T.SV*T. DATE: 5/24/21 SCALE: 1/4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SHEET SCALE: 3/4"=1'-0" S2.1A WOMSEMI M FAnaets?Naa 4 =Y' MIN, 2 J' MAX %-2}'MIN, 9"MAX W MIN, ea=}' MIN, 2}" MAX zt=2 tMIN, 9"MAX Wa MIN, 2 �' MAX MIN, 2 t MAX d.=7'MIN, 2 i'MAX e.=2 t'MIN, 9"MAX W� Q =1 �' MIN, 2 }" MAX ea = t' MIN, 2 J' MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAS71 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 .a�nn avBDiv e. LOT: ABBOTT PARK LOT #25 BLK. #9 [PROJMT# 0418 .000- 25091 MODIDU 2554—E301— "DARWIN" GARAGE 8TUNG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EV. C SCALE: 1/4"=1'-0" 1 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 IIT HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A.OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 718" LONG, WITH WASHER (M 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 04", FINISH FLOOR. UNLESS NOTED OTHERWISE. MM MANUFAMMM /UMNM NOTIM 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A Zx6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAWCOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK �ItsmUN)RCIIIIIIIIIIIEW REMARK 4x4 (3 1/Z'x3 12') SYP. PT, WOOD POST HTT4 W/ 5/8" DIA. x T EXP, BOLT s® ® 08 (3 12x7 1/4") SYP. PT, WOOD POST HTT4 W/ 5/8" DIA. x S' EXP. BOLT t---------1 FIRE 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FUR. JOISTS DR III PLYWOOD DRAFT STOP t PRE-ENG. FUR. JOISTS 11T 11 rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON HU26 TRUSS TO LEDGER (TYP.) 2X6 LEDGER W/ 1/2" DIAMETER ANCHOR BOLTS ns _ ---a 8" O.C. 9A tOB 3 Kassa sssss sus 4 = sss:sss- :sszsas� 1 1 II 1 J11 � I u n n n p 11 u n 1 SIMPSON MIU2.5&18 N 11 11 II 11 11 11 11 11 II 11 II N — - 4 1 N II N N N N N N II II N N IIJIl N II N it II tl II it N 11 ` 11 II II II II II II II q � II �p N � BMi TO LEDGER II DBI STU n N N N N N N W/ SIMPSON HUC48 N 11 II 11 n 11 u 11 2X4 WOOD BEARING WALL W/ 1 1 4 1 a SYP NC 1. 2 STUDS Q IS, O.C. 3 1 �) FRA E OUT PROVIDE DRAFTSTOPPING O FOR I OP OF s __—_ ALONG THIS TRUSS AS TO STAIRS 1\\ _ _ _--LIMIT AREA TO 1000 S.F.--_ _— PER fBCR 302.12 5 H W O 2X4 WOOD BEARING WALL W/ SYPNO.2 STUDS* 16'-O.C� BM3 TO LEDGER W/ SIMPSON H / \ s J77 J9 BL STUD END OF BM3 iMss3c�asss- se-sssss�esssoss>sa ss:ss 9'0' DBL STUDS 4 PRE -FABRICATED FLOOR JOISTS 24"O.C. � s ss s s na s ssz= s ssa s ssz= s s ssss F 3 4, ssss s s sz=asssszsssx ssa s= ssaa 9A 3 _ 2-----; to MH1G 6A a ss a sss s rs s ss s a,F? CJ3 . ®: EJ4 Lu MTS12 TRUSS CJ1 --� ..-- — .. 0 TO LEDGER 4 U FLOOR FRAMING PLAN SCALE: 1/4" - 1'-0" Ml 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAK 407.774.4078 www.abdesigngroup.com AA k: 0003325 J aao„ anon; fABBOTT IV. & LOT: PARK LOT #25 BLK. #9 PROJECT# 04181.000-25091 MODEL 2554—E301— "DARWIN" GARAGE e1MMM, RIGHT PAGE: FLOOR FRAMING PLAN 160 MPH EXP. C op SCALE: 1/4-=1--0- I s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 f' NAILS TO TRUSS . B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 j' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6", 8" x 4'-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1A 1B 1C TYPICAL TRUSS/ SSSCALE:34" 'fY' GIRDER CONNECTOR(S) 11�a0 4500 3/4" WOOO PANELS 8D00 (2)1/2" WOOD PANELS 60 (2) 1/21#WOOD PANELS SO 2x LUMBER 4'� f 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE WOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL BD, SEE SHEET 61. to FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION L.B.W. 4 S I_E 3/4' T-U' (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM. - PLATE ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 1 TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SE -' SEE ARCHITECTURAL 2x SECURED W/ (3)18tl GALV. COMMON NAILS. 1X2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 17O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Tx 4", 5', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HO TO CMU AND (12) SDS }'x 2 }'TO GIRDER S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS }' x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2)}" x 571TEN HD TO CMU AND (18) SDS J' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF SCAL : /4t1 D' GIRDER CONNECTOR(S) DEPTH —HOLE EDGE >5/8' EDGE —HOLE DIAMETER <2/5•D SGL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=l . EDGE >516' HOLE DIAMETER 3/5'D DBL. STUD 11112111111011 roam= 11A0� 4500 3l4" WOOD PANELS 8000 (2)1/2 " WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVL/WOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB A. 5) SCALE POST CONNECTIONS SCALE: 3/4-T-C ia�ss� �nmill 1911111mililm DIE C A B 8 BB A - SIMPSON IUS1.81/16 G < 1400 LBS U < 70 LBS W/ 2 3/4' WEDGE- OLT/J-BOLT 5' MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 1Od GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'" WEDGE-BOLT/JSOLT, 5' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1Q" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4'^ WEDGE-BOLT/J43OLT, S' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (1D)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G <3455 LBS, U < 210 LBS W/ (8) 314'" WEDGE43OLT/J-BOLT, 5!'MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)1010-1F7 GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4'=T-0" # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21AV TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER S 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3)12d CD EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-U' (1)'00' BRACE SEAMS) 30'-l" TO 67-0 (3)'X' BRACE SECURE 28 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 112' DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 5' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC 1x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's S' PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's ®EACH TRUSS TO BE INSTALLED 0 BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-9' O/C —/ --END WALL OR OTHER MAX., OR 2(4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/12)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. ^ BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 24" 24MAX w/ IJOLST SPACING 8" MAX. END l-JOIST PLAN TYP rYP P ACIN SEE FRAMING END OF MAx MAX MAX LEDGER BD. 1/2" EXP. (2) 2X8 SYP P.T. W Eld (2) 2X12 SVP P.T. 3(4" EXP. BOLT/J-BOLT W/S LEDGER BOARD LEDGER BOARD TO 80LT/J-SOLTW/2 WASHER 651? TO BE UBED 1. ENSURE THAT EXP. BE USED WITH IJ013T WASHER S 51? MIN. EMBED.(rYP) WITH I'IOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED.(TYP) INTO GROUTED CELLS, S' ALL AROUND BOLT. FRDNT 28PLICE OF FRONT AND REAR LEDGER LE DGER SHOULD LAP A MIN OF I 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m 4. EXP. BOLTS/J-BOLTS SHOULD .SYP PT NOT BE ANY CLOSER THAN B' i 01C. z 5. ONLY LEDGER IN DIRECT m (2) BACONTACT (REAR LEDGER) WITH REAR BY PTCMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE =9wftm W ICBfIRALiPACNB A DOUBLE SYP 218 1/7 8" MAX. 24" O/C MAX. B DOUBLE SYP 202 (2) 3/4" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 1 0 SCALE: 3/4"=l'-0' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 qms n [ABBOTT vaDiv ea LOT: PARKLOT #25BLK. #9 MJECT# 4 81.000-25091 ODEsc 2554—E301— "DARWIN" GARAGE BWMC;: RIGHT PAGE: DETAILS 160 MPH EXP. C 1 PRINT 5 24 21 DATE: / / scALE: 1/4"=1'-0" SHEET S3.1A SIMPSON H6 W/(8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (JOIST LVL t.mo wMM EACH END PLATE STRAPS W/1Od x 1 1/2" HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3l4"-1'� PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12de 8' O.C. MAX 8"CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS (-JOIST (SEE FRAMING PLi 8" CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS OBL 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. IN/ �DBL 2X12 SYP #2 LEDGER. SEE 2x4 P.T. CEILING I 24 `FRAM FRAMING PLAN I -JOIST (SEE MASOSO P.T.NRY NAILS BOLT SCHEDULE, 10/S3. to ) 12" O.C. NAILER W/ MASONRY NAILS 1X2 FIRE -STOP 17` O.C. SECTION DETAIL 1X2FIRE-STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL TO EXTERIOR WALL TO EXTERIOR WALL 3 SCALE: 3l4"=1'-0' � V EDGE CENTRAL SPACING SPACING SEE SEE REFRAMlNGPLANM_ SCHEDULE,SCHEDULE Fg�gg� SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2" MIN. EMBED. (TYP) ET, Zi 1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. = Z 2. END OF FRONT AND REAR LEDGER SHOULD 1p $ LAP A MIN OF R-(Y'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O1C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE ® O3QRA MWM A DOUBLE N8 112" 8" O/C 18" O/C B DOUBLE 2x8 3/4" 8" O!C I., OIC C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE Dc10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 I'll. 6" O/C 16, O/C F DOUBLE 202 3/4" 6" O/C 17' On WOOD LEDGER DETAIL V SCALE: 314"=1'-0" PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT, 2.4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED 0 IU-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=l'-0" STRAP TRUSS TO PL. POOFTRUSS�,_ RE-ENG SEE SCHED. BELOW PPP Pt PVATION PRE-ENG ROOF TRUSS TpT� pU78 5/8" GYPSUM BOARD OR 1/Z' HIGH A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE WI (2) WOOD POST TO GALV. NAILS. 16d TOENAILS SLAB. SEE B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE U < 1420 LBS W/ (14)10tl BELOW FOR GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE • o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/7' GYP. WL BD. •• AND TOP PLATE ANCHORS W/ 10d x 1 1/Z' COMMON NAILS SECURE BT. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/2' 10dz3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS' EPDXY 5.117' EMBED. MIN. 016' 1 08 10b 1 0c SCALE: 3/4"=1'-0" OC MAX. - IMMITO POST CONNBC ION e ,.' , ,'! �S A-SIMPSON MTS-12 U <990 LBS W/(14)10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. Ik C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/49c3'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 VT SDS TO POST ,�yRUSS CONNECTIONIQ L.B.W. POBTTOSMCONEGYM .7G .7U SCALE: 3W'=f-a' A&B - SIMPSON ABU44Z POST BASE <U:1,900 GS,660 W/ 5/8 DIA. x T EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G.10,335 W/ 5M DIA. x S' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1IT NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX. 407-7744078 www.andeslgngrouP.eom l AA #: 0003326 J pp 0 Q y 4 Q n n BUHDIV. A6 LOTS IIP BBOTT PARK LOT #25 BLK #9 ROJECT## 04181.000-25091 moaEL1 2554—E301— "DARWIN" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP, C M-1 I ULF E to 0 M�� 2 SECOND FLOOR DECK PLAN SCALE: 1/4" = T-0" aQ 14'-9" 2'-0" 13'-0" 3'-6" 11'-2" 1 1 0 z 0 N Y. V 1� 9'-4 314" TOP OF DECK m '° LL F 0 i 5'-9" 7'-B" 13'-6" as'•e" 1441 N. RONALD REAGAN BLVD. LONGWOOD,fL32T60 PH: 407-7746078 FAX- 407.774.4078 www.abdosigngroup.com AA #: 0003326 8��1111 �emm 9VHDIV FJR & LOT: ABBOTT PARK LOT #25 BLK. # 9 PRAJEC'l;j: 04181.000-25091 i[ODS.Lt 2554—E301— "DARWIN" awixwaa awnac: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH C /I i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003326 4 [S1mn» PROJWT# BBOTT PARK LOT #25 BLK. #9 04181.000-25091 MODRIA 2554- E301- "DARWIN" CIAMAGE 8MNCk RIGHT PAOIC: SECOND FLOOR DOWEL PLAN 160 MPH C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'- Y' FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 10 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN�OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER Q W' 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 014", FINISH FLOOR, UNLESS NOTED OTHERWISE. BEAM SCHEDULE OMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Ppssi) SIZE MH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SS1 MASONRY 3000 8x18 (1)ii5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 ax8 (1)#5 N/A I GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1 /4" - V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 i'a M Q Q 4 ABBOTT PARK LOT #25 BLK #9 2554-E301- "DARWIN" ZARAGE OWMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN & NOTES rttar "t:' 21 5 24 DATE / / SCALE: 1/4"=1'-0" SHEET S5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.8078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 anm ntmDxv. ae LioT ABBOTT PARK LOT #25 BLK. #9 PROJMT# 04181.000-25091 mopmu 2554—E301— "DARWIN" GARAGE ewnni: RIGHT PAGE: SAFE LOAD TABLES 160 MPH UP. C ol H i 'LO'L' DATEe 5/24/21 SCALE: 1/4"=1'-0" SHEET S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE MATH 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER (a 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. TMM MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. SIMPSON SIMPSON ROOF FRAMING PLAN SCALE: 1/4" - V-0" DETAL20 DETAL20 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 anon; aaaa� Bc�D:v as IAT: ABBOTT PARK LOT #25 BLK. #9 P"J=T* 04181. 000-25091 WoDzu 2554—E301— "DARWIN" GARAGE BTaNG- RIGHT PAGffi: ROOF FRAMING PLAN AND NOTES 160 MPH MIR C • © �_r�rJl'�raYaA iaiaiaiai�a "9' �®,�a.• L AA' � � .Q....aia� POa�a ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7.16 ZONE 1 • 38.00 PSF (48,00) ZONE 3 = 44.00 PSF (54.00) ZONE 2e . 44.00 PSF (54.00) ZONE 3e 51.10 PSF (61.10) ZONE 2n = 51.10 P3F (61.10) ZONE 3r = 61.80 PSF (71.80) ZONE 2, . 51.10 PSF (61.10) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 140 MPH 11OW DW4MMDY FM ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15137' STRUCTURAL SHEATHING EXP 1 (32MB) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Bd RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. GENERAL NOTES• ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC3YC33M. MNOMJMAGGREGATE Siff SHALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHH2 WOOD. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, .ARCHITECTURAL, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOVMI TO 3' 4. CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-FI 2020, 71h EDITION ALL EXPOSED EDGES OF CONCRETE ARE BE CHAMFERED ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE ACI 310-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 40EMBER ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-OWGROUND WHERE INDICATED ON PRESSURE TREATED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF M CORROBORATE TETRAHEDRAL (DOT). WOOD FOR BORATE PRESERVATIVE TREATMENT: DANY COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF C U R 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED WI DOT SHALL BE HOT DIPPED GALV. FOR ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORDA-WIM STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. 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, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST MINIMUM NAILING PER FBCR 2020, 7tl1 EDITION. SEE NAILING SCHEDULE ON PLANS. EDITION, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXIMMONS FIRM THESE PLANS: SYP 02. TO THE ATTENTION OF THE ENGINEER 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 STRUCTIJRAL.DEPENOING UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT MATH CONCRETE. SEAT PLATES SHALL BE PROVIDED ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RE3PoNSIBILITY TO DETERMINE ERECTION PROCEDURES AND wOOO TRUSES S; SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WEILIO � TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDEWIRE MESH, SWILL BE ASTM A1084/1064M, GRADE 85, TREE FROM OIL, SCALE, AND RUST, AND BE STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND TEMPORARY BRACING, GUYS OR TIE-0ONMS. PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2'CHAIRS SPACED 3'-0' OC, EACH WAY. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL If DISCREPANCIES R F D TO WORK PERFORMED AND SHALL NOTIFY THE ENGINEER ANYARE FOUND, RE R SHALL BE ASTM A8151615M GRADE 60 DEFORMED BARS FREE FROM OIL SCALE AND RUST AND BA STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS COMMENTARY AND RECOMMENDATIONS FOR RANDUNG, INSTALLATION BRACING METAL -PLATE -CONNECTED DESIGN LOADS: T IT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT WOOD TRUSSES. FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE ROOF:TRUSS LIVE LOAD FLOOR: LIVE LOAD 40 L O SUBJECT TO ENGINEER'S REVIEW. MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF Psf 20 psf TOP CHORD-non-oor-M TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 8d RING SHANK, 23/8" 0.113 170000 (16-20, RINGS F1667 SHANK PER INCH R...,SCREW 8d RING SHANK PNEUMATIC 2 3/6' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANOR SPECS.) SEE DETAIL ZO NE 1r 8d NAILS 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O,C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 8d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD 7�FR ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES I, TYP. EXT. SHEATHING ATTACHMENT oAFTER ORTRUSS-` -__I-1-1111■ BUILDING LENGTH HUUFbll AIHIN4L YUUI AND ENDWALL BRACING FOR GABLE END FRAMING NSA' GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 1WO.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 7' DECK SCREWS 0 6'A" O.C. MAX EQGES & 1Z' O.C. MM IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FYP. 3t4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 10 psr BTM CHORD -n -roweM 2001b CONCENTRATED LOAD ALL STM CHORD PANEL JOINTS (HVHZ ONLY)nornwno -t PROVIDE 36'. 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. DEAD LOAD DEAD LOAD 1S psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT (10 psr w/ ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 10 psf BTM CHORD 5 psf BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: IOpsf WALL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING BALCONY LIVE LOAD 60 psi DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY II) STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pd,, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS PROVIDE ENGINEERED SHOP DRAWINGS OF EAGH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION STORAGE: 2OPd, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psr, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER LICENSED PROFESSIONAL ENGINEER. VEHICLE GARAGES: 50psi, ROOMS OTHER THAN SLEEPING ROOM: 40p'4f, SLEEPING ROOMS: 30pd, STAIRS: MASONRY: THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE gOpsf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONSPROVIDED SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY BY THE TRUSS ENGINEER. STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE STANDARDS COMMITTEE. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY JOINT OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. PROVIDE B GA. LADDER TYPE HORIZONTAL AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. JOINT REINFORCING AT 18" O.C. TYP. (VERIFY WIDTH PER PLAN) ALL TRUSS TO TRUSS CONNECTIONS. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ENGINEER. ALL BLOCK WALLS SHALL BE TVVOLELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM MANUFACTURED IN CONFORMANCE WITH ASTM CIO, GRADE Pm - 2000 PSI. BLOCK SHALL BE PLACED USING BY SIMPSON CO., OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH CATALOG. G OVER THE SHOP DRAWINGS CHECKED UNLESS OTHERWISE SPECIFIED IN DOCUMENTS WILL VERN O ASTM C-078, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI A7 28 DAYS, UNLESS WRITING BY THE ENGINEER. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM SOW CONSTRUCTION OBSERVATION COURSE AGGREGATE AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE = A PART OF FOUNDATIOW SITE PREPARATION: TO CONSOLIDATE GROUT. FLORIDA HORIZON ENGINEERINGS / AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 per, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE OF AT LEAB5% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN PROPORTIONED AND MIXED AS OUTLINED D UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS8T E ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO ELLS TO C B TILLED. ALLOW A MINIMUM OF 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. E THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE REINFORCING. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. BE MADE BY THE GEO-TECH. ENGINEER, IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE DESIGN BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED TO NOTIFY THE ENGINEER OF RECORD (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED STRUCTURAL MASONRY CONTRACTOR", THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT ACCORDINGLY PRIOR START OF CONSTRUCTION. ENGINEER SHALL TAKE NO RESPONSIBILITY FOR MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" AS SHALL BE A "CERTIFIED STRUCTURAL M A NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FCBPA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH E: THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE STRUCTURAL STEEL 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SUB. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H-PRIOR TO THE ADDITION OF PLASTICIZER. A36IA36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy - 46 ksi, STRUCTURAL PIPE SHALL BE ASTWA53/A53M, GRADE B, TYPE E OR S. CONCRETE SHILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3%14 AND ASTM C94IC414M OR MEASURING, MIXING, Fy - 35 W TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IB ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL SO REAN THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETES ALL NOT BE PLACED, OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. OF ANY NON COMPLIANCE WITH THE ABOVE ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1/7 FOR #5 AND SMALLER Y FOR 05 AND LARGER C. FOR CONCRETE NOT E%POSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS IT IS UNDERSTOOD AND AGREED THAT FLORIDA HORIZON ENGINEERING'S/AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR RENEW 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. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGtiON 911E TYPE 9PggN0 RETIMKB APPLIGiroN 511E TYPE BPAgNO RFAIAPx9 1#PT FWBiINO TO MA60NRYICIXC. G49E H4RDElffDCgL NNLI INS LONG. 8 dt OPRAGE DOOR BUG( TO NABOMtYICONC 1/x'pA NO WASHER iPPCON MA5OER1' FASTEIIER YQG 11/S EMID,<'ElA dST. 11?EDGE tlSi. BOOM. E%i. DOORS CPSE INRDENEOLOIL 8'OG WINDOWIDOORI FASTENED OPRAOE POOR BDd(� 9R'dAWCR f6'OIC(918"CU) .•EMBED. a^E d T f BEE Ix)TEB 1 NAIL 1?LONG. STAGGERED I NTO MA9ONRYISNC. TO MA90NRYfCONC BOLT (1rt tlN 9'EDOE vnNlww Buds GASE IaaDENED C.1 s^oD vnNDD6 000. FASTENED NETM STRAP To CONTACT THIS ENGINEER FOR SPACING f.Pr, sEE wTee NVLI1IY LONo. auGOEReD INTGeasGlwn MAsorwY f CONC. REQUIREMENTS ExT eVANO DOOR .-PT.- o) 9t18• NO WASHER 'TAPCON' AeTNER 15„ 11m EMBED & ENT d8i., 1fYSEDOEtlST. N'ONA... WOOD WML TO CCNC. SLAB 1/1'° EXPAN810N 1 24^ 'EMBED C END WI WASHER BOLT O18T., 9'EDOE DST. h to WINOOW13fICX 0.199°PAFr11IB' IY'OIC TEND g5T.,1f2 PT TO STEEL LOL., 6EE Wt WASHER STAGGERED EDGE qBT NOTE B 1. STAPLES SHALL NOT BE USED FORT NV STRUCTURAL STING EXTERIOR 2. FASTENING OF GARAGE DOORS, WINDOW6 AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND OR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. Z 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA A 0003325 J r„ F a _L q C F-summm at LOT: ABBOTT PARK LOT #25 BLK #9 Pnon=T# 04181.000-25091 MODZU 2554-E301- "DARWIN" GARAGE 911riNG: RIGHT LIPAGIC:AILS H A. C Of If FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED •,\\ I �J�, I \I / _ SOFFIT 1� THRU SOFFIT AT NAIL \�I AI II HEM AND IN VALLEYS ® FASCIAS "-J_CHANNEL(2 MAX. DETAIL A FASCIA CO STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12 O.C. MAX. (INTO CONCRETE/MASONRY) J' MAX: DETAIL D J-CHANNEL FASCIA 7OSTAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED(l 12" O.C. MAX (INTO COWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 ,STAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR -TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. OFFIT 1D J-CHANNEL 30 O STAPLES INSTALLED THRU SOFFIT AND CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT @ J-CHANNEL e MAX. DETAIL E J-CHANNEL TRUSS M MING OVERHANG EAVE CONSTRUCTION --SPAN SPAN 'L---jk_ SEE DETAIL WA SEE DETAIL 'E'— �- EAVE CROSS-SECTION SINGLE SPAN W/JI-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD {NOTEA) SEE DETAIL'D'- SEE DETAIL'E'— — SAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 1 Dd NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI f BY OTHER 2-1/4" EMB. X2 WOOD BATTEN � L � CHANNEL Q3 v DETAIL B }" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O7 STAPLESINSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 01 WOOD BATTEN WOOD BATTEN 10 O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) CONCRETE/CMU OR WOOD (NOTE 1) f, DETAIL C J-CHANNEL TRUSSMOIST/RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 0 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. U. pp '•••• . f: ld jf }i>fi 'f' i ff • 1.3.519 fiF�3 f={•.� f .375 .375 4 3.625 3.6253.66 5 08 .03 12�s� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003325 8 � q 0 �s sysa:v a. x�oa� ABBOTT PARK LOT #25 BLK. #9 11tOJ�0'lyfE 04181.000-2 091 MODUse 2554-E301- "DARWIN" GARwas 81FDRk RIGHT PADS: SOFFIT DETAILS 160 H OV. C SCALE: 1/4-=1"—O- 1