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HomeMy WebLinkAbout7530 Broad Pointe Dra, 9. a 99 2447 3EFB-RO-BIE99, HOMES 4-, IV 12602 TEL_EC,`C>M [DRIVE, TAMPA, FL_ 33637 -rtml: (813) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ROM MWING OWE. RZMZMUL ABV. ABOVE LAY. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TM mflom (2m) -ALL IWAL AM MU 10011M :OCCUPANCY RESIDE)MAL, GROUP R3 CONSTRUCTION TYPE VB _iM. RfTERIOR FIRM CLASS B AJC ADJ. ALT AMP BO CL CAB. C AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CA13IMET CEILING LUM, M c MF& MIN M.T MTD. MIT. N T,S LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM ME FAL TIMESHOLD MOUNTED METAL NOT TO SCALE O&MM 2-STORY I5LOCV,CCW.,EI;SION ARCHITECTURAL SHEET # DESCRIPTION N*fa Sit) SET ISSLED PG CS -COVER PAGE PG GN- GENERAL NOTES PG AI -FIRST FLOOR PLAN 0WA5 2011 FOC UPDATE o2A2As STONE ELEvATIONS, ADDED 02MAD 510 SET RE-ISSJED TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 BASIC MD SPEED Vult=160 MPH Vasd=124 MPH EXPOSURE C I -STORY RESIDENCE _2-STORY RESMCE MAK HEIGHT AS PER LOCAL AND STATE CODES C C C, C C�T D� DBL D.G� DIA. DIM. DISR OR DR. D.S. DTL CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOS DEEP DOOR DOWNSPOUT DETAIL O.C� PL PB. PH PLT. PLYWD PR. R . R, RAD. RA. REE RIIL RD. ON CENTER PROPERTYLINE P JSH BUTTON PHONE PLATE PLYWOOD PAM Pp.FssuRE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPF1,UNG PG AIA-DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATION "H" PG A4H-LEFT & RIGHT ELEVATION "H PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 04/1&/Io FOOTINGG REv1SIOK PER M. BOWS 96A4/16 INCORPORATE I -JOIST DETAILS 4 FRAMINGA PLANS PER K BOUIES, 01Mfe C0NSTIaJCTION DOCWIENTS RE-06JED WWAS BOLLARD DETAIL RE),1SED 01ft/19 DETAIL- 'ADDM BAR TO BOND BEAM' ADDED TO 512A STATE OF FLORIDA SQ.FT. mcs o2/M TRLISS IDIS ADDED TO FRAMW. 84-EET 02ft/Ij PLAN MAIN TENANCIE IST FLR LIVW. I" Sa FT. "M REVISED LINTEL SIZE * ENTRY PROFESSIONAL ARCHITECT: D�W� DISHWASHER S,C. SOLID CORE EXT DR PG DI-DETAIIS ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND FLR LIVM 05S Sa FT. TOrAL LNWj 2,441 Sa FT. 403 Sa FT. ENW 32 Sa FT. TOTAL 2AW Sa FF PATIO W $0. FT. FA FIX EQ. EM EXY F.G/FX E.G. FIN. FL FLUOR F DR. FIG. Ok GAR DISP. O.F.L OL. EACH S 0 ELEVATION SIT EQUAL SIAT. EXHAUST S TrHG. EXITRIOR s WR FUMD GLASS S M FUEL GA SL FINISH S . GL. FLOOR STD. FLUORESCENT SWLS FRENCH DOOR FOOTDW, TEMP GAUGE THK� GARBAGE DISPOSAL T OC, GROUND -FAULT CIRCUIT TOP INTERRI T�O& GLASS TYP. SMOKE DETECTOR SINGLE HUNG SUEFII SHEATHING SHOWER SIMILAR S c SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOPOFCURB TOPOFPIATE TOPOFSIAB TYPICAL PG D2-DETAI1S PG D3-DETAILS PG D4-PRODUCT APPROVAL PG WA1 -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAIS-WALL ASSEMBLY DETAILS 04ft/Pa UPDATED LEDGER BOLT ME 4 SPACAW. 064M ADDED LED L*NTS * KITCHEN A BAT41100"S PER MAW, BOMB OWIM REVISED I -JOIST LAYM ow" LEDCAR BOLT SPACM REVISED 0VM0 fMFLACE USP C&#FCTORS VAT14 SM-SON CCIOECTORS - malM REASED STAW-ASE AND STAIR SECV04 DUAL ftAI200 ADIDED, OPL WSTAIRS LIVING M4140 PMW DOOR RIFASED TO 2-6 OPT W-V CI.& W.T. OV01121 2020 FBC LIPDATE STRUCTURAL SHEET # DESCRIPTION GYP JIG, HD H.C. BDR, HOT. OR FIT INSUL GYPSUMBOARD HOSE BIG HOLLOW CORE HEADER HEIGHT INSULATION U NO. V, . W. W1 WIT UNLESS NOIfD OTHERWISE VAPORPROOF WASHER WITH WOOD 03/12fA ADDED 6CfflT DEALS PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG SLIB-DETAILS PG SI.2-FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INT. INTERIOR WOW WILL WINDOW WATER HEATER PG SI.2A-DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES FIG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN TMS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIUNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUn.DER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLAREFICATION. FIG S3-FIRST FLOOR FRAMING PLAN PG S3. A -DETAILS PG S3.IB-DETAnS PG S4-SECOND FLOOR DECK PLAN PG S4.IA-DETATLS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES AB DESIGN GROUP WELL RESPOND TO ALL WRrffEN PG S5.IA-SAFE IA)AD TABLES RFI It IN WRrrrEN/DRAWN FORMS IN A TIMELY PG S6-ROOF FRAMING PLAN MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO Rn's HAVE FIG SN1-DETAILS PG SDI-SOFFTr DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %CONSTRUCTION BASED ON THE DRAWING SET. 1441 N - RONALD REAGAN EL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup com AA #: 0003325 1 *-44 1111111,1! 111111 x1b 11M z W 0 ;;Pw U, X 0 X I stmDlv. ac LOT;1 ABBOTT PARK LOT #24 BLK #12 PROJECT# 04181.000-24121 MODEU. 3EFB "2447-ROBIE" GARAGE SVOMG. LEFT PAGE: COVER SHEET ,,160AH EXP. 0- GENERAL NOM 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. MERE 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 NTH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SrIE WORK 1 . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRLJC110NS SHALL BE OBTAINED BEFORE PROCEEDING NTH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE NTH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CAMUS 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 13/8 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 R302.52 DUCTS IN THE GARAGE AND DUCCTS 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 - MN. RIGID ON -METALLIC CLASS OR CLASS I 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 5 / 8 ANCH 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/WNCH GYPSUM BOARD OR EQUIVALENT. % 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 NTH 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 TERMFTICIDES, 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 NTH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.* Tillm 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OFTIMBER CONSTRUCTION (STANDARDS MANUAL) EL NATIONAL FOREST PRODUCTS ASSOCIATIOR 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLU1111BINIG 1. SANITARY LINES SHALL BE OF CAST [RON 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 %' 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 P2603.2. EUERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EKTERIOR FINISHES I . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, V8' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-0-1063-Iga & 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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD. R302.7. EKTERIOR CELMS I . EXTERIOR CEILING TO BE 112" 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 MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS I . 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: 12110/20 (RM) 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 �.abdmigngroup.com L AA #: 0003326 L4 cl to ,w #A L oKow ul *14 0 MT. SUBDIV. Jk LO N ABBOTT PARK LOT #24 BLK #12 p3EtojzcT# 04181.000-24121 MODET� 3EFB "2447- ROBIE" GAPLAGE BIrING: LEFT PACE: GENERAL NOTES V,160 MPH F;W.Ij mmiwi: $;I F-Pmbm 06/14 /21 DA7 - SICAJI.E: 1/4* l'-O" BE== G N -A FIRST FLOOR PLAN SCALE, 114 - I'-& MASONRY / FRAME WALL LEGEND 8' BLOCK WALL UXO ON PLANS 01-01 l5w� S' BLOCK WALL LIN.0 ON PLANS IT-4' IBR3. LOAD Bllirl. WALL UND. ON PLANS 4' INTEROR NON LOAD 15W� WALL UND. ON PLANS ALL INTERIOR DOORS TO BE 6'-D* 14T L ------------------ a CompmEmo CL4DDw= Lome 9=01DEIrOffiffiFOR38301DOM OpI!IIIIIMI BMW WE MWHVWM I R30M AWTIFE FWAMI MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING3 Is 5 36/-41 DR. MIN. CRITERIA SJ3D. MIN. 41 9 34/-43 CRITERIA 16010 014D. 112 5 282/-3L5 12'xI2* SOFFIT 1 5 1 313/-4SS BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICIENT = ± 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = 23'-0- PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CCMNLDA780ME SQ.FT. CALCS IST FLR LKINGS 1048 Sa FT. 2ND FLR LMN6. 1,3cjs So. FT: TOTAL LKINGs 2,441 Sa FT. CIAM*E 403 Sa FT ENTRY 32 Sa FT. T,17,1AL 20M Sa FT. . PATIO so saaPT. NOTE: -2-8 LOUV. DOOR W/ AIR WANDLER ON METAL STAND OR 2-8 SOLID DOOR Wl RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN TWE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR WONEYCOMB-CORE STEEL DOORS 140T LESS THAN 1 3/0' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOCIRS. -THE GARAGE $14ALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1/2'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH WA51TABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION; ENCLOSED ACCESSIBLE SPACE LINDER STAIRS SHALL WAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS- F5CR 2020 (lTI4 ED-) 302.1 d N. RONALD REAGAN 131 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 9 2 #A q I Ul 9 x 0 0 x X UDIDM & LOV4 ABBOTT PARK LOT #24 BLK #12 PROJECT# 04181.000-24121 MODEU* 3EFB "2447—ROBIE" GARAGE SIFMCF: LEFT PAGE: FIRST FLOOR PLAN %160 MPH EXP. C_.# A I VS NO 937PI jf 77 F-PRINT 06/14121*' DATE: BCI%IX- 1/4' 1'-0* a*1ZET Al DBL. TOP PLATE r,-'-\BAR DETAIL (2) LAYERS OF 3/4* PLYWOOD OR (2) LAYERS Or 3/4* SUNI MOOR MATERIAL RIPS FOR SOLD NAILING BECURE TREADS TO STRMER LUIT3M 3, SC474M - EA STRINGER, UNTHREADED SWANK. TO EXTEND ISEYOND THIC10eft OF SUB44ANM SWEATHM MTS-20 ON FRAHM Pu Uw CAP 3/4' KICK PLATE 1* MAX NOSWO ml 2 X 4 Rls-INFORCM . EA 2 X 12 STRINGER SECURE U1112d Or- 3-2x[2 SYP STRJhrER REINFORCED WX4 aplp U11CONT BEAD OF GUE-PLOOR AZ*eGrVE M-400 OR StMUARE FA WORLZONTAL RUN ATTACMED UY Od MASONRY NAILS - 2X4 P.T. SLEEPER INTO OLA15 U11TWIN 8' OF EAC44 END. 32' O.C� MAX 42'WIGM HALF .- - iw CAP lem., STAIR SECTION &--ALE: 1/2'-I'-V' 3/4' TAG SM FLOOR a SCRELLED PER FASTENER 6CWIEDLLE V-4 3/4' 2ND FIN. FLR. 0'-0' BRIS. WGT. FLOORING. SYSTEM (SEE FLOOR FRAHM SWEET) (2) 2.8 HEADER, SEE FRAHM FILM NOTE, STA FIS ROM TO C42WORM TO FBCR I q ITW EDITION (2020) HIM. TPEAD-W MAX. M6ER.1 3/4' WIS. MAX VARIATION IN RI6ER&(rREAD6 ADJACENT TO EAC14 ar4ER 3W MAX VARIATION IN ANY RIOERITREAD WAKMAIL CIROAAR 011OW SECTION VIA. To BE 11,14' .414' OR PROIADE EQUIVALENT GPASPA151LITY WINDERS- MIN. WILIDE NARROW END HIM. IP UNOTW . 12- PROM NAJIIROUU END 34'MK WANDFAIL Wit hlam� .ENCLOSED Al 6611LE SPACE UNDER STAIRS SMALL WAVE WALL-1.6, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON TWE ENCLOSED SIDE kUlTW L'2'GYP&JM BOARDS. R5CR 311101. -0'-0' FIN. FLP- WANDRAIL 111 361 tW 2X4 FRE-MON THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER F15CR R311.1.0.2 NOTE: HANDRAIL ENDS SHALL 5E RIETUI;NiED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAIL5 SHALL WAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF li't 2' OR A NONCIFib--ULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE T14AN ro 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDIWG 2 1/4'. EDGES SHALL WAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILIWS SYSTEM 18 DESIGNED TO RESIST A LOAD OF 50 FILF FOR A CONCENTRATED LOAD OF 200 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 / FJ5.C. 2020 r,--'�HANDRAIL SECTION HDR. DTL. D 8,—ALE: 1/2 '-C' NOTE, MEADER FINI&4 TO BE PER COMMNITY STANDARDS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FA)C- 407-774-4078 www.abdesigngroup.com AA #: 0003325 IF lir�ww� uj 10 0 L I SU13DIV. & L071-1 ABBOTT PARK LOT #24 BLK #12 PROJECTIIIII 04181.000-24121 MODICT- 3EFB "2447-ROBIE" GARAGE STnNG: LEFT PACE: FLOOR PLAN DETAILS %160 MPH E)Q�4 j I h 202 AL I 2""'N-17 06/14/21 DATE: 8CAL.E: 1/4* = 1'—o* a EICT AlA SECOND FLOOR PLAN SCALE: 1/4. V-0' I N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdesigngroup.com AA #-. 0003325 14 11 LK 'w 0 14 Krw I' 0 "'N stmDrv. a. 7,37- ABBOTT PARK LOT #24 BLK #12 1pEtojzcT# 04181.000-24121 MODEL. 3EFB "2447-ROBIE" GARA03C STrMO: LEFT PAGE; SECOND FLOOR PLAN 160 MPH E . C 202 �x"xw4�' 06/14/21 DATIL, SCAJ.JC: 1/4" = 1'-0* CT I A2 -/-2� '.. Z.,o -------------- 12 4'PAISEE) BAND (TYP.) WRAISED 15AND -3'-4 3/4. I-NDs FIN. �L, IST FLP- BRG. WGT.$ C-OA04 LIGI4T 6' RAISE4; BAND 'T wj!m '\—L Re TO BE sc-c"GED FRONT ELEVATION SOALE: 1/4 - I'-V' MXnMIMD rl?41&4 11'-4- 2ND FLP-,, BFRG. W-T,'Fv SWINCII-E ROOF �11 -4 2— FLR FYPON 15KT1DKI1 OR ECMIVALENT 13' 4 -314" 2ND FLR AREAOFATnC 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 1451/300 4.84 VENTLATION AREA X SQ. INCHES PER FT. (144) 696.48 SQ. IN. MN. REQUIREDVENTILATION .5x 696.48 IN UPPER PORTION OF ATTIC 348.24 SQ. IN. OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT 34&24 /138 TOTAL#OF VENTS REQUIRED 3.02817 TOTAL#OF VENTS PROVIDED 4 'AREA OF ATTIC ISTHE PERIMTEROFTHE HOUSE, LESSTHE OVERHANG JEXTERIOROF WALLTO EXTERIOROFWAUL, NOOVERHANGS INCLUDED) 4'FRAISED BANO (Typ-) L12' THICK 2 COAT CEMENT M.AOTER APPLIED DIRECTLY TO MASONRY 4W'&ALV' 'L'-TYPE 4' RAJSED BAND FLASWM SET N (Typ.) FR40OFM CJarmMEW 0'-0' FIN. FLP- FIBER33LASS SWVIGLEG WARCeft-AYMIENT AS PER FOCR Gyp PT LEDGER ttv W511 ROOF SWEATIR945, T141OCNEW 112W TWREADED ROD 32' AD PER 81-EET SNL SECURED MR Or- 4 RATWN &- OF: EAC14 FASTENER SC4*XXJLE END MAX GET IN SIMPSON ery-SON LOU. WrA4 STREW3TI4 E)(PDXr 2ND PRIL FLIR, (=�J� WMIN EMBED. I 2xb SYP RAFTERS OR PRE-04021D TRIme (PER BLEW SLOPE ELEVATION MIK 1/16- 0615 SWEATWING 2X6 SYP PT LECOM KV Y2W TWREADED ROD CNAGET TO BE SECURED TO 32'Or- # IMIN 6- OF 2X6 MBMBERb W1 Od NAILD EAA=W END MAX SET IN YOr- - PERIMETER SIMPSOIN HIGH STRENGATH SIMPSON LUS-26 tUf (4) 10d. EXPDXr &- MrN EMBED. TO LEDCER AMP (2) led'. TO 2xb JOIST C44AI04EL FOR SOFFIT '06,42NE) FLR- 9 W-T. = OVERHANG DETAIL 1: 1/2 - V-0' ENGINE - -1 MOOD TPIUS885 . 241 OZ, 2 4' 0,1- y SUBMIT &AOP DRAUNW.6 SEALED BY B IONAL SINIGIINEER FOR REVIEW R AND OOMMENTS PLYUIOO1D OWEAT14NOO SEE STRUCTURAL 2ND FIJIL MRS. (PER ELEYJ y FIN. FOR ROOFING AND FLAGWWI UI/ DRIP TRM OTPAM AND AHC�KM UrYT UT — - — - — - — - — - — - — - — - AS'-O' 15T FLFZ EDGE PER MNFR. IUARRANTEE am armicum"L REQUIP03"SN"S UIIIAP FASOIA UTN BREAK METAI-. MA&MW 500 M OTP&ICTURAL W. 2x6 UIOOD PASCJA SEE STFIUOTURAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALCS ;b ;o 1,12* TWICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY To MASONRY El MA16M TR91 PER EL.EvATicto ZNID FILM. 04DOW PER PLAIN 01-01 FIN, FLP- -- — - — - 0'-0' FIN. FLFP- RAKE SOFFIT DETAIL (��, E: 1/2 - V-V REAR ELEVATION Mallw-C)IFIINIISH IL441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #,. 0003325 9 t. ,w 0 U) orw ul K x 0 L -- -z-4 rstmnm a. LO74 ABBOTT PARK LOT #24 BLK #12 PROJECT# 04181.000-24121 MODE14 3EFB "2447— ROBIE" GARAGE 31111ING: LEFT PAGE: FRONT & REAR ELEVATION "11" 60 MPH EV. ELECTRICAL LEGEND SYM5OL DEFINITION NOTES 126V OUTLET 20 AMP ONGLE POLE AVV OUTLET =I!) wv OUTLET ul OUTIST WIND TO 61191CH OR IIlVV CUTLET sammac, asFiNo PAULI %rro,r" ,ApIgM RISISTANT TTM 220V OUTLET (4) UNS CONNECTION ar aq oxy uATEmpmoop CUTLE , CARPUND FAULT - - SdXTCM OUTC34 4-IUAY OPElt 1.-0 IIALL Mp"m LOW CEILING 1.41-ff Q LED CM LIGHT LED Qvp PROOF LISWT @ vp VAPOR PROOF LkbMt @ mommew C'm umbaRt —L� (SPEC'a 4'0' 8 _RUL6MW ML 67 4',0' FLUORESCENT F* AROUND 'SURI�XMNTJ 2' 4- rLmomman X 3r X V TRACK LiGNT c� PAPAEL own SATt ISACKUP WJAM221M WALL MOLINTED matLibacK.111E. 0100M DEMTO". WLH&MMM CARSON r0CM= "m DETECTOR 04M SACK40 W moMmocTso COMSO SMALL SE A OF NOT LESS TWIN 4' FROM WALL PENDANT LIONT MAIIIIIIAL OUTLET TaLarm" jArK "TER WEAMM DISCONNECT Call.w. am RMILARED i-am TO ME SUPPORTED IN ACCORDANCE IW BOX MAN= AS KICW FOR INSPECTION cmm Sm ploamm CELIMS, IlAMkIIiMT To SE ap"ORTED - ACCORDANCE V ISM MARMO AS OUC34 FOR INSPECTION 24- INC-AND1116019,17 LOW 61" LOW STRIP 4r INCANDESCENT LOW STRIP —I— IMYRAO HD-PJL mum-murraw FOR cwl" I — — I LOCATION OPTY JACKA 4 PWONR OUTLETS 4 PANb TO BE VERIFIED . NOt'lEGGINER PRIE-CONSTRUCTION MET"N"' ALL 5 4 20 AMP ISRANCW CJRCUrrG TO BE AMC FAULT PER ELECTRICAL PROVISIONS OF M= (2010) 4 — 20n FQITIQN. b= 20 AMP DEDICATED LAUNDRY CIRCUIT C44 . ISLAND (NOT ON Knc�m CJISCUFTJ DISWaLASMENt DISrOI#&CT TO Be LOCKOUT IN PANEL 15ATMROOI�l IDIMAUbT PAN TO MAVII PW CAPACITY OF DO CRI INTERMITTENT FER ELECTRICAL PROVISIONS OF SECTION ms� ��) LAUNDRY ROOM CbROUND FAULT CIRCUIT-0081IIIIIIII-10t PTIOTECTION FOR PERSONNEL ON UM45 METWOD SMALL ME MON METALLIC CAME PER ELECTRICAL PROVISIONS Or MW.R-lniJ2.a9= ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS, OF TME CIF 1-63114TINIlk MAT SE TYPE PER MWMW PAM 13 BDRM#2 f-FRE-URED CLO FAN El umG ROOM qp soco WOOD RE LLV OUTLET FUTURE MICRO. OUTLE I FOMR COW I I L --- L BATH #2 o L DMG GF ROOM TC44 CABINET i REP. PAN. P.15. FOR F C*F! 14 GARAGE TO 2ND FL. 5OLLARD AS FREa PER 5LM CODE KEYLESS3:�--' FIXTURE LED LIGHTING SINGLE LAV. I'M IIEL VERIFY wl JL FOYER ISATH T PROVIDE 3-2/0 M THM - ft CU N 2'CONOUIT OR 3 -4/0 AL, TI4M + 1% CU IN 2' CONDUIT OR 2/0 AL. S.Eit LOC. GARAG;E (CONDUIT TO TERMNATE A50YE SOFFIT o OVER4ANG-) DOOR IOREWIRE 150 AMP ELECTRICAL RISER IRR*ATION C.FI OUTLET HOT TO SCALE. COMBINATION SERVICE SO AMP 48' AFF. DISCONNECT allTC44 AND 120,240 VOLT 1 CA41' 22 GENERAL NOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL ELECTRIC METER N I PHASE NEMA 3R ENCLOSURE MLO F-ANEL �'�A EMY emy COMPLY UATW ELECTRICAL PRWSIONS OF T14E PSCR ITH EDITION (2020). LOCAL CODES, AND ALL LOCAL FOLMR COMPANY REOJOREMENTS. F-----Pl IS, ALL CONDUCTORS SMALL BE TWI-W" UNLESS I MOB LIGWT NOTED OTI-IERIUISE. TELEPHONE SERVICE GABLE TEL ENTRANCE SERVICE 0 EWIPMENT ECUPMENT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 - I'-C' ALL BRANCH CWZWTS REGLURED IN NEJC. NOW ARE TO BE PROTECTED BY AN ARC-FAJLT INTERMIPTER LISTED TO FR7vlDE PROTECTION OF ENTIRE 5RA4CI4 CIR= PCUJER COMPA TRAMBPORI'llER F-077-7. PROVIDE IW AMP. 1201240 VOLT, I PMASE SECCI�DARV- ELECTFPJCAL SERVICE. PROVIDE 3 -1 COPPER (CU) rN 1-1/2" CIA SC14EDULE W F-AC C04MIT OR PFtCXADE 3 -2/0 ALUMINUM (AL) IN 2" DIA SC44EPULE 940 PVC CONDUIT UNLESS SERVICE 16 PROADED BY T14E ELECTRIC COt'PANY COORDINATE OT14 T14E ELECTRIC C40MPANY PPJOR TO 510. INTERSYSTEM BONDING. TMI"NAL AT I-OtU VOLTAGE CCR�INECTIONS — 1 -4 CU SERVICE CIROUND ODNVeCTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROASIONS, OF T14E FISCR IT14 5/8" DIA X & FT LOW. C40PPER CLAD C.ROUNID ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 r 04 ! 4 V* I ul L SIMDIV. 8&9 X10T, ABBOTT PARK LOT #24 BLK #129 I ]PROJECT# 04181.000-24121 I MODF.lz 3EFB "2447- ROBIE" CGARAGE SVnNG: LEFT 13PAGE: FIRST FLOOR ELECTRICAL PLAN 10VPH �R. V) ELECTRICAL LEGEND OYME50L OEFINITION NOTES 2bV OUTLET 30 AMP 684GLE ROLE nZlV CUTLET IWPV OUTLET . OF To BUTCM Gm Iwv OUTLET EQUIFED INGPIND PAULI 'mm"m "'mm 220V OUTLET I --- III wrl ExT WATE%ppCOp awn.ET GROUND FAULT ewTCw &,TZ, 3,-WAY OPFA GUTCW 4-"Y OPEIR 1.-0 IMALL MOUNTED LONT CELINS LnW Q LED CLO LIGM LED VAPOR Qvp FROM Lo"T @ vp VAPOR FROM LOW @ & ~. PAN I CFM FOR $0, --am TBID By FLUORESCENT "B"La"N"' AROUND MAIL) ;�� 2-10,11-15 UtAP LIGWMNTJ &AWACE 4- FLUOFI!oC&ff 4' TRACK LIGHT PANEL own METER S.D. WON. . ATT. "ALL Malm"D smom ornscTam MAIL.15AGIL-W CARBON MONOXIM acm DETW= Nmt C4mwTEO COMBO SWALL 09 A OF NOT Las Tww w FROM WALL PENDANT L*WT NATURAL &AS wm "I" HEATER D.— Aft CONDITICNIft SM AWU CUUNO' DISCONNECT wig 6WEET - TIEXVIGION AACK ILba �am missumma; i-em to aff SUFT-Opew IN ACCCROACE V BOX MANNED AS SUO14 FOR INSPSCTION CEILM BOX REQUIRRO CEILM PANC166" I. M ""C"TEC IN ACCORDANCE W DOX rLAPIKED AD AM34 MR INSPECTION w INCANDESCENT Lkm.rr STRIP, INCANDIHICENT LIOW 8TRIP 41r INCANDEIKENT LIGMT STRIP, kkmmo"'y rusm-mmom MR cwres Usel PONT LOCATION OF TV JACK8 a PWONE OUTLETS A PAN& TO W VERIFIED . WOMMOUNER PIPE-CONOTRUCTION Xm rim ALL 5 4 20 AMP BRANC-M CROUT115 TO BE AMC FAULT PEN ELECTNIr �AL FF'j'VNNCNB OF mm ED, -Now amcum OR * ISLAND (NOT ON KITCWM CIRCUIT) DISHWASHER DISCONNECT TO DE LOCKOUT IN PAWL EATNIMOCH 9)"46T FAN TO 14AVE MIN, CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVIIN" OF SECTION M101013 E LAUNDRY ROOM GNOUNC FAULT PROTECTION FOR PERBONNEL ON URM MEM40C> SKALL INE NON METALLIC CAME PER ELECTRICAL PROVNI10140, CP tlCAL31H-ZIZl29= ALL WOW TO CC"-LY WITU ELECTRICAL PROVISIONS OF THE 701% OR TION (REINOENTtAl. ENMW,r SECOND FLOOR ELECTRICAL PLAN SCALE: V4 - V-0' ----------- A LED LIGHTING D B L. LAV. 15ATH -1 ---------- -- — — — — — — — — — — LED LIGHTING @ DBL. LAV. I5ATI4 -3 1441 N " RONALD REAGAN Bf LONGWOOD, FL32750 PH: 407-77446078 FAX- 407-7744078 www.abdesigngroup.com AA #: 0003325 44 14 t.- SK Ill 0 0 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 - V-V SECOND FLOOR PLUMBING PLAN SCALE: V4 - I'-V VTR VTR PLUMBING RISER DIAGRAM JUN 1441 N. RONALD REAGAN B1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #� 0003325 04 ib w- t. 'w 0 ul a ul ul o 0 FOUDDIV. & MSl ABBOTT PARK LOT #24 BLK #12 3pitoizcT# 04181.000-24121 UODVJ- 3EFB "2447-ROBIE" GAItAGIC SIFMG: LEFT PAGIC- PLUMBING PLANS 160ANH HVAQ NOTES 1. ALL MECHANICAL EQJIPMENT %JALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICAW., PER MI'G. REQJIREMENTS Z ALL DUCT SYSTEMS INSTAI-LED IN NON-00NDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS $WALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND INSTALLED AS PER FBC 1TW EDITION (2020) MECHANICAL BLDG. CODE SECTION "3. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES 514ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C14IMNEY OR VENT OUTLET, OR SMITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 514ALL BE CONSTRUCTED Or W100TW GALV. METAL. OR OT14ER MATERIALS AS PER F5C -ITH EDITION (2020) MECWANIC.AL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS $14ALL BE CONSTRUCTED IN ACCORDANCE TO PBC '1TW EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, 51-AS AND SIMILAR BATHING FIXTURES $14ALL BE MECHANICALLY VENTED IN ACCORDANCE WITH F5C 1TW EDITION (2020) MEC44MICAL CODE SECTION 403. & ALL EXHAUSTED BATH ROOM$, $14ALL WAVE MDER-CUT DOORS FOR MAKE-UP AIR TO BE RETUIRNED, TO EGIUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND F15C ITH EDITION (2020) MECHANICAL CODE SECTION &VI. 10. GRILLES AND DIFFUSERS $14ALL BE PROVIDED WIT14 BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBr BOOSTER PAN OR E0JUAL- PANTECH D5F 110 DRYER 500STER CAPACITY &V LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL WVAC TO 14AVE PROPER PANS W1 DRAINS ATTIC ­'­\ 1010 1 WALL PLENUI AIR RETURN SUC-TION AND L IQJID AIR SUPPLY REFRIGERANT LINES AIR WANDLER EXTERIOR WALL 3/4* PVC C40NDENSATE DRAIN LINE EVARTRAY PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLAL2 CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER vr1-----MECWANICAL FBCR 1TW EDITION (2020) BLDG. CODE SECTION 3012.4 HVAQ DRAINS SCORIATED NICKEL BRONZE FL. PL. BRA-% PLUG FIN. FLOOR OR WALL —-FITTING OR EXTENSION TO SOIL OR WASTE AS REGUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.Vr- OPTI/SPEC (:DFLOOR SLAB CLEAN -OUT (TYP.) 1410 LEGEND SUPPLY AIR DIFFUSER RETURN AIR GRILL SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 050 CEILING EXHAUST PAN CEILING EXWAAJST FAN 4 LIGHT O/A OUTSIDE AIR (r) T14ERMOSTAT M PASS-TI-M AIR GRILL SECURE STRAP TO C40NC CONDENSER W/ (2)-3/16*X2'TV� UNIT ///-SIMPSM US ROLL STRAP OR AL SECURE STRAP TO UNIT W1 (2) 4'CONCRETE SLAB--/" -SXI 1/4' OPT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND i DRAIN 3/4'DIA OVER WEAD 0 12'FROM STRUCTURE I ICIN. GRADE OR PAVING SEE SPEC. 11-SIX81 CoNC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED j),E&XXTI. GROUND CLEAN -OUT (TYP.) NT5 FIRST FLOOR MECHANICAL PLAN Or -ALE: 1/4 - I'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 '1�' 4 L4 I N o 0 I SU13DIV. a. M'7"'N ABBOTT PARK LOT #24 BLK #12 PROJZC.r# 04181.000-24121 MODFJ- 3EFB "2447-ROBIE" GAItAGE 31rMG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 16 0.** H E N. CJ 17 06/14/21 DATE: SCAJ,Z: 1/4" = f-0" S ET I HE ml HVAC NOTES 1. ALL MECI-IANICAL EQUIPMENT SMALL BE PROVIDED UTW PROPER CLEARANCE, FOR SERVICING, PER MFa REQUIRIIEMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $14ALL BE C04STRUCTED OF: A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL SE SEALED WITH CLASS PA15 4 MASTIC. AND INSTALLED AS PER F5C 1TI4 EDITION (2020) MECWMICAL ISLDa CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NPPA 90A 2-3.1 4. FRESH AIR NTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEtLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL.. OR OTHER MATERIALS AS PER FI5-_ ITW EDITION (2020) MEC44MICAL CODE SECTION 603 IS. ENCLOSED SUPPORt PLATFOIW16 514ALL BE 0ONSTRIACTED IN AC40RDANCE TO FBC ITW EDITION (2020) MECHANICAL CME 603.1 1. BATHROOMS CONTAINING BATHTUBS, SWOUERS, SPAS AND SIMILAR BATHING FIXTURES SkALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC IT14 EDITION (2020) MECHANICAL C40DE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL 14AVE UNDER -CUT DOORS FOR MAKE -UF` AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 614ALL WAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WqTI4 ACCE86 DOORS TO RESET DAMPEFt ALL DAMPERS SHALL BE INSTALLED TO MF& REC40MIENDATIONS AND FBC 1TH EDITION (29)20) MECHANICAL CODE SECTION 601. 10. GRILLES AND DI IRS SMALL BE PROVIDED tLnTW BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC14 DBF BOOSTER FAN OR EQUAL. PANTEC44 DBF 110 DRYER BOOSTER CAPACITY 60 LMAR FEET WITH MAX. SIX EI_50UZ� LEGEND SUPPLY AIR DIFFUWR RETURN AIR GRILL OIDE-WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TFakK BROKEN LtNE- RETURN TRI.W BALANCING DAMPER OR OB0 CEILING. EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (D THERMOSTAT C&I PASS-THRU AIR GRILL SECOND FLOOR MECHANICAL PLAN eCALE: 1/4 - I'-V FREE DRAW AIR WANDLER CLOSET W/LOUVERED DOOR SUPPLIED By BUILDER 1"I N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #,. 0003325 A in 0 0 mmmumo P'SrJ]3Drv. Z ILOI-14 ABBOTT PARK LOT #24 BLK #12 PROJZCT# 04181.000-24121 MODL'U* 3EFB "2447—ROBIE" GAP -%GE 8WING: LEFT PAGM- SECOND FLOOR MECHANICAL PLAN Q6Q,MPH �A j A 7 AA NO I--' 06/14/21 DATIC: SCAJAM 1/4" = l'-O' S L"r HE M2 2X4 TOP FILATE 7 3 5/9' OR 5 �-7 in, DRYWALL 3/8' TOP (25 CWANNEL GA.) C4RHM MeAD PRE-FAIS TOM WTHM 2 COAT rcme" 1/2- CLA- 50APIC PomnAm Fl."71M AFftWO STFMZTURAL MR 1/2' DRYWALL o"Nomy TO MASGNW 2x& P.T. W 35/8 OR 5 3)V METAL STUDS ATTACWED TO FILL NOTE: STUDS IN 24' OC- 20 GA METAL TO 13E 5' DIA. SLEEVE, CELL A6 FWt PARTITIONS SUPPORTIW% INSTALLED IN WALLS DO NOT CUT APPOWAL 1/2' DRYWALL RECEIVING UPPIEW LCUIER 3 5/8' OR 5 GEALAW WALL HUNGs PLUM5INGs CABMT6 AND TUB/SHOUER 25 RE5AR FIXTURES AND WALL 3/8* BOTTOM [1441 N. RONALD REAGAN BLVD SO j GA METAL TO BE INSTALLED CWANNEL(25 PIPE IWA"Wt 67MP LONGWOOD, FL 32750 _7. oup..m �25 HOULOM ALL PH: 407-774-6078 LESS THAN 2x4, WHERE TO Clow- X. — FAK 407-774-4078 CA51NETS SHALL BE NOT IN ALL OTWER WALLS. STUDS GA) SECURED APROLM (BY TO BE SPACED *'OjC. AT 2ND 50ND BEAM NOT CUT comt~j FLOOR WALLS ADJACENT TO FLOOR IU/ 3/4* SOLID GROUT THE BOND ------- CALV. 6UM WM vnvw.abdmigngroup.com SECURE 15T. 2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATWROOM PAP 4 TO W/ (0- 05 BEAM PAOTIMM TO TO SLAB STUDS *24, THAN 16- O.C. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR i� WOW JAM FM AA C. 0003325 PLATE OC— L14- — (2) COUFSE REBARS FROM= GALV.. CK1904VAD DOOR W/ 10d MASONRY 1-=vv I "� xx4p, UA=T%= NAIL 0 32' Or- SPACED NOT MORE MAX THAN 24' O�C. UVOID ISASEBOARD� SCREW ArrfWVAL Rm vEwnCAL MACK 11 "K OY OTMEM by K^F. To PASTS60 - 1w rqwxxx= ArrWDVAL FWQ SLAB rK Puk T OOR --'VIPE 1 1-STORY TYP. INT. WALL K2A THROUGH BOND BEAM r2B-'\GAS UNE THRU BLOCK 6"�GARAGE DOOR JAMBS ��D SCALE: 1 1/2'- 1'-0' rl--VYP. INT. WALL (NON- BRIG.) MMETAL STUDS (NON-BRG.). SCALE. 3/4'-I'-V* SCALE; 3/4'-I'-C' FIBEF43LASS SWINGLES FIBERGLASS SWINGLES WITW UNDERLAYMENT FIBERGLASS SWINGLES UT14 UNDERLAYMENT AS PER FBCR W511. ROOF SWEATWIW3 2X4 SPF 24' OZ. MAX SECkAE Ull (2)12d NAILS * EA. END 2x BLOCKJNG BETWEEN TRUISSES WITI4 UNDERLAYMENT AS PER FSICR WbJJ, ROOF 84-EATWING THIC104M AS PER — T ON] E Will, FIBERGLASS W--J-ES AS TWIC30e AS PER PER STRUCTURAL DETAILS PER FBCR 5CI511. SWEET SNL SECURED PER SECURED PER WITH UNDERLAYMENT ROOF SWEATHING AS PER F5CR SCS.U. TWIC404ESS AS PER FASTENER SCI-IEDULE FASTENER SCHEDULE ROOF S44EATWIING 544EET SNI. TWICI-NESS AS PER SECURED PEIR STIFFBACK AT ALL UPRIGHTS SWEET SNI ' SECURED 5/8' GYPSUM BOA FASTENER SC14ECHJLE MTL. DFPJP EDGE PER STRUCTURAL DETAIL PER FASTENER 1/2, WIGW S, 1. MTL. DRIP EDGE SCHEDULE STRENGTW CLG' 2x FASCIA PER M PRE-ENG WD. TFA" AX 2x FASCIA PER BOARD ELEVATIONS RE RENCE ELEVATIONS 0 �,PEIR ELEVATION VENTED SOFFIT STRMCTURAL VENTED SOFFIT T PRE-EN3 TRUSS SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER 0 INSULATION R-VALUES FIRE-ENG TRUSS WALL SWEATWING THICIOESS AS PER STRUCTURAL DETAILS WALL 5WEATWING REFERENCE STRUCTURAL SWEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR T14100,1ESS AS PER MTL. DRIP EDGE MTL. MP EDGE FASTENER SCHEDULE INSULATION R-VALUES 7 PER ELEVATION ON SWEET SNI .kPER ELEVATION - SWEET GNL SECURE PER 2x FASCIA PER TYP. 2x FASCIA PER 'f = FASTENER SCI-IEDULE O.H. Dm. ON SWEET SNL ELEVATIO=NS ELEVATION& PRE -ENS. GABLE TRUSS GYPSUM BOARD OR 1/2' VENTED SOFFIT R-4A INSULATION WtGW STRENGTH CI-Ck BOARD VENTED SOFFIT F'RE-ENG. GABLE TRUSS WEEP SCREED WINDOW ATTACHIIIENT WEEP SCREED AS PER IwIANUFACIURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WfNDOW ATTAC441ENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS RENCE IX2 P.T. PJFPJWG 77 STRUCTURAL STRIPS 0 24'O.C. 1/2' THIM 2 COAT PORTLAND Ix2 RT. PURRM a, Cm CEMENT PLASTER APPLIED STPJPS a 24'O.C. 1/2' TWIM 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' TWIM 2 COAT .1/2' GYP. WL. BID. CEMENT PLASTER APPLIED w I GYP. WL. BID. PORI LAND CEMENT Cm DIRECTLY TO MASOINRY WOOD BASE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 01-01 FIN. FLIR. 01-01 FIN. FLp- 01-01 FIR FILM 01-01 FIN. FLIRL ROOF: SHEATHING THICKNESS 16 ROOF SHEATHIW-% THICKNESS 15 EWGINEERED PER ASC-E -I-Irp IN EWsINEERE0 PER ASCE -I-Irp IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH F5CR 2020 ITW EDITION, SECTION R301.13 ITW EDITION, SECTION R301.13 AND 160TI-5.1. AND 16091B.I. �WWINDOW TYP. WALL SECTION (�- _OPENIN�G �� 'If �� �NO Of�-ENIWG �NO OP�ENIWI NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE BUDD31v. & LOT, ABBOTT PARK LOT #24 BLK #12 PROJECT# 04181.000-24121 MODEZ. 3EFI3 "2447-ROBIE" GARAGE SIWMG: LEFT PACE: DETAILS (SHINGLE) ILQ1.60 MPH A C/ (:�4:)l-STORY HIP BLOCK WALL INSTALLATION OF ROOF r5-'�l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE; 3/4*-]'-V' UNDERLAYMENT IN ACZORDANCE SCALE� 3/4*-I'-V* --ERLAYMENT IN ACCORDANCE WITH F5CR 505.1.1.1 OF THE FBCR WITH F5CR WD.I.I.1 OF THE F5CR 2020 -ITW EDITION 15 04 WHICH USES 2020 1TW EDITION 15 04 UA41CW USES (2) TWO LAYERS OF ASTM D22ro (2) TWO LAYERS OF ASTM D22(p TYPE 11 OR ASTM D486S TYPE III TYPE 11 OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT, J 7 2 AR 23 06714/2 SCALM' 1/4" = l'-O* 8*mvT llk� D 1 FIBERGLASS SHINC-426 FIBERGLASS SWINGLES U)ITW UNDERLAYMENT WITW UNDERLAYt-SNT AS PER FMCR AS PER P5CR S0511. ROOF SWEATWW. ROOF: 514EATHING THIC110,1ES6 AS PER THICIQNESS AS PER 514EET &41. SECURED 914EET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCI4EDULE PRE-ENG W. 4-PER PRE-ENGs WD. 24' OjC. MAX IfELEVATION 24 OJC. MAX IfELEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER R TO ENERGY REFER TO ENERGY ELEVATIONS CS CAL FOR VALUES 2. FASCIA PER CALCS FOR VALUES VENTED 034. 5/8' GYP" BOARD ELEVATIONS O.A. 7 510' GYP`%JM 150ARD SOFFIT TYP. OR t12' WIGH GTREN63TI4 TYP. OR 1/2' Wr,44 STRENGTW CL& BOARD VENTED r-La BOARD REFERENCE W FIRE -STOP SOFFIT lx2 FIRE -STOP STRUCTURAL 4.1 INSLIL. FREE MFE I& h IC E STRUCTURAL -4.1 INSUL. 6 7, w IL WINDOW ATTAC-14MENT AS PER MA?�LJFACTURES lu SPECIFICATIONS IL RENCE STRUCTURAL 3/4* T 4 G SUBFLOOR GLUED AND NAILED d) 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' TWIM 2 COAT GLUED AND NAILED AS PER NAILNG 1/2' TWICr, 2 COAT— SC44EDULE PORTLAND C4!MENT 5000ULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO DIRECTLY TO MASONRY4;;�' [,PER MASONRY tu I '�PER IX2 FIRE -STOP TELEVATION W FIRE -STOP -TEL—EVA—TION EVATIOI SEE STRUCTURAL SEE STRUCTURAL 7=7 R R L VATION 5/0' GYPSUM BOARD —5/8' GYPSUM BOARD OR 1/2' HtGH STRENGTH CLG. OR 1/2' HIGW STRENGTI4 BOARD CL& BOARD 4-PER \rELEVATION D(2 FIRE -STOP IX2 FIRE -STOP ­A_ R-4.1 INWL. R-4.1 N8UL WINDOW ATTAC44MENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICr, 2 COAT 1/2' TWIM 2 COAT PLASTER APPLIED PLASTER APPLIED w DIRECTLY TO STRIPS 0 24* O.C. DIRECTLY TO MASONRY PORTLAND CEMENT bc2 P.T. FURRING PORTLAND CEMENT Ix2 P.T. FURRING STRIPS * 241 OZ, MASONRY a, CHU 1/2' GYP. UL. ED. 1/2' GYP, WL_ 5D. WOOD BASE WOOD BASE Da FIRE -STOP W FIRE -STOP --awlL 6-) W/ WINDOW OPENING WITHOUT WINDOW OPENING Nt:A 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 314'.I'-lV 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-W78 FAK 407-774-4078 www.abdesigngroup.com AA #: 00033125. A, IIA u LLI I 0 "V SUDDrV. & LO .4 ABBOTT PARK LOT #24 BLK #12 IP3FtOJZCT# 04181.000-24121 MODE-1, 3EFB "2447-ROBIE" GAXAGE SVrMG: LEFT PAGM* DETAILS Q160 MPH EM. Cj r9a 2X6 P.T. - CENTER OF DOOR MEADER SECURED all (1) in, X V J-5OL.T ILV 4' MIN. EMBEDMENT Ulf 2- X 2- X IW ILASWEIR 4 NUT oft !!� �j� W: X 8*2!t� DOLTS 2.4 OM 2X4 TO lux 0 IB 1,14' TAPCZ)N6 1 .1 EMBED. v or_ 4- Do DIST, 1 L12' EDW DIST, SIOM 2X6 GARAGE DOOR SLICK SECURED Wf 15) LOW X 8' J,BOLT OR ANCHOR M ENT It BMTS, Lot w "K B-DED `� , 2- IN X 2w X LW WAGNER 4 NLrr. (1) WITWN 6 a. OF TOP, (1) WITHIN V OF 714E BTM, 19 (3) EVENLY SPACED. s offlo METFS' ALL AW-MORD SMALL BE IN ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS IW 3M:l � �—� — — A — GARAGE DOOR ri"NBUCK ATTACHMENT \p3,/ 2X4� = e5CURE TO 5LO= 41W 3/16' TAPCONS (MK SWAW- SIZE 345 MK WEAD SIZE 300 MIN. EMISEXXIENt 1 114') WITWIN V OF EAC44 END 4 15' O.C. MAX SPACIMSA 2X4: = SECURE TO ISLOOK W4~ TAPC4" (MIN� SWANK SIZE 145 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1114') UNT14N V OF EAC44 END 4 W Or- MAX SPACING. 2X4; = SECURE TO BLOCK Wt 114' TAPO" CMIK SWANK SIZE J45 MIN. 14EAD SIZE 300 MK EMBEDMENT 1114') WITWIN &'OF EACJ4 END 4 W Olr- MAX SPAICINGL 2X6, = 2>*� 010 2X6, = OM TO BLOCK SECURE TO BLOCK SECURE TO BLOCK Ul((2) 3/16' TAPOONS, WI(2) 3AW TAPCONS W/(2) L14' TAFrAONS (HII�L (MIN. SWANK SIZE 30 (MIN. SHAW SIZE J4b SWANK SIZE J45 HIM. HIM. HEAD SIZE 390 MIN. MEAD SIZE 300 HEAD SIZE 3M MIX. — -Lu a, cm MIK EMBEDMENT 1 tt4') — _LF MIN. EMBEDMENT 1 1149 — _LF EMBEDMINt 1 1/49 4 P jEA r E END F W AX AX C� M 1/2' DFtYWALL TITWIN WOF EACH END v c"j UMT14N WOF EAC44 END v cm WITWIN WOP EAC44 END r CHU W Or- MAX SPACING- 4 18' Or- MAX SPAC.M 4 W OC, MAX SPACING� b,4 MT. OR b/4X4't-W 1/2'DRYUAALL 1. SECURE TWFW FRAME 4 PX4 2X& 01110 2X& 1=1 2XIk 1/2' DRYWALL EXTEND I-V4' INTO P.T. NAILER SECURE TO BLOCK 114- 6ECUFIE TO BLOCK SECURE TO BLOCK 0, 15LOCK W/ 3/16' WK2) 3/16' TAPC40NO P.T. NAILER ONS P.T. NALER UX2) 3AWTAPDONIS 0(2) 1/4' TAPO" P.T. NAILER TAPOONS Dom CASWS (MIN. SWANK SIZE 34b 1/161 DAIL X 41 MIN. (MIN. SHAW. SIZE 7 DOOR CAGNG (MIN. SWAP� E 7 J45 K SIZ .14b MK _ _ I (MIN. SWANK SIZE J4b MIN. 14EAD 64 - MAD SIZE 3M MIN. 14EAD SIZE 300 1/16' 0 5- X 4' MIN. a ZB '"4 MIN. HEAD SIZE 300 HIM. EMBEV�IENT 1 1�/W) DOOR CAGM MIN. IS DMENT 1 1/4') MIN. EMBEDMENT 1 1,14.) NO . .1 MIN, EMBEDMENT 1-1/4' LRT141N SP OF EACW END WITWIN V OF EACW END WITIAN 8' Or EAC44 END DOOR CASING. AX UPT14N V Or EAC44 END DOOR JAMB OR U04DOW A Is. Or- MAX 4 IWO.C, MAX 4 W Oa MAX d W Or- MAX SPACING. ATTAC44 TO 2X PER SPACINS� DOOR JAMB OR W01DOW SPACING. DOOR JAMB OR WINDOW SPAGING- MANUFACTURE$ DETAIL& AlYAC44 TO 2X rem ATTAC14 TO 2X PER DOOR JAMB OR WlMI;l0W MANUFACTURES DETAILS, ATTACH TO 2X PER MANUFACTURES DETAILS, MANUFACTURES DETAILS. NOTE� S41M AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4- OR +5/4- TO BLOCK +3/4- OR +5/4- G)�� 2X4� Will SECURE TO BLOM W/ 3A6'TAPC,ONS(MK SHAW, SIZE JO MIK HEAD SIZE JAM MIN. EMBEDMENT 1 1,14') UT14H WOF EACW ONO 4 10' Or- MAX SPACM 2X6. 120 SECURE TO BLOCK W/(2) 3/16' TAPO" (MIN. SWANK SIZE 14b MIN. HEAD 84ZE 3dW MIN. EMBEDMENT 1 1/49 WITWIN V Or EACH END ' W Or- MAX SPACING, 1,12' DRYWALL 210" � El SECUlItE TO [,P—T. MAILER WKVIIAWTAPCONS DOOR CASINO. (MIN. SWANK. SIZE J45 " MIN. READ SIZE -909) MIN. EMBEDMENT 1 1/4') WITMIN 9' OF; EACH END , 10' Or- MAX DOOR JAMB OR WINDOW SPACING- ATTAC44 TO 2X PER MANUFACTURES DETAILS, NCITE� SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B W TO BL4)CK +1 1/2- MOTE: M41M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16- 2X4. 123 SECXM TO 15LOCK Wt 3/16' TAPOONS (MINL SWANK SIZE 145 MIN. WEAD SIZE 300 MIN. EMBEDMENT I V49 WITWIM VOP EAC44 END 4 181 or_ MAX SPACING- NOTE, STFIUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6, = TWROUr.W NON-STRUCTURAL SECURE TO BLOM 3116' TAPCON HIM. 1-1/4- 9160) 3116' TAPCONG EMBEDMENT INTO ISLOCK. (MIN. SWANK SIZE As MIN. READ SIZE 300 MIR. EMBEDMENT 1 1/49 -Lr N NO WITW V OF EAC34 END v cmu 4 W OC, MAX SPACINS. W* DRYWALL 2XIh CIEW ME To BLOCK I-X4 WN2)3A6'TAP0" P.T. NAILER (MIN. SWANK. SIZE J4b DOOR CLASINIS. MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/4') WITWIN V OF EACW END 4 ID'Or- MAX SPACIN& DOOR JAMS 0. ATtACW TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 Nat EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" NOTE, SWIM AS NEEDEID TO PLUM JAM15 (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3* 2X4, IIIIII SECURE TO 51-00C UL/ 3/16' TAPCONS (MIN. SWANK SIZE .14D MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 1/4') OT14N WOF EACW END 4 V Or- MAX 6PAGW- 2)(6, = SECURE TO BLOCK WK2) 3/16- TAIRCONS (MIN. SHAW, SIZE J46 MIN. MEAD SIZE 3CS MR EMBEDMENT I VW) WITWN 'OF EACW END 4 w .98 . SPAr-W. 2Xlk 1=1 SECURE TO BLOCK IUK2) SAW TAPCONS, (MOIL SWANK SIZE J45 MIN. WEAD 84ZE 3M MIN. EMBEDMENT 1 1,149 WITWIN 8' OF EACM END 4 W Or- MAX SPACINa NOTIS� STRUCTURAL 2X MST BE ON OUTSIDE 4 SECURED TWROL*W NON-STFILICTURAL 3AW TAPCON MIN. 1-1/41 EMBEDMENT fllrro BLOCK qwcMU W* DRYWALL I-X4- P.T. MAILER WPOOR ClAaalra NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4�) 2ND 2X SECUlltE TO STRUCTURAL MEMBER WIT2,112d UT44N W OF EAr-W END 4 WTO V OC. MAX DOOR JAM15 OR UN40M ATTACW TO 2X PER MAIILFACTURES DETAILS. DOOR JAMB TO BLOCK +3" NOTE� SWIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED IW) DOOR JAMB To BLOCK +3 7/16" @wspx��� 7X,11� M SECURE TO ISLOM LUl 1/4' TAPCONS (MIN. SHAW SIZE 141b MIN. MEAD 81ZE 3" MIN. EMBEDMENT 11/4') WITMIN V OF EAC44 END t W OC- MAX SPACING- NOTE� STRUCTU111AL 2X IlUST 19E 2X6, 1=1 ON OUTSIDE 4 SECURED SECURE TO BLOCK THROU33ok NON-STRY.TLIFIAL W07) 1/4' TAFOCINS, (MIK 3A6'TAPCCN MIN. I-V4' SMANK. SIZE .149, MIN. EMBEDMENT INTO BLOCK MEAD 84ZE 300 MIM r EMBEDMENT 1 V4':):l _LF WITHIN WOF EA04 ENE) a w cr-v 4 W OjC, MAX SPACING- W 1/2' DRYWALL 2X& 0010 rl IP—TNAILER SECURE TO BLOCK W92)1/4' TAPC40M (MIK SWANK SIZE J4b I* P.T. X 4' MrN. MIN. MEAD SIZE 300 MIN. EMBEDMEN'r I V4*) DOOR CASING U11494 9' OF EACW END 4 16' OLC. MAX SPACIW. DOOR JAMB OR WINDOW ATTACW TO 2X PER MANUFACTUPIE6 DETAILS. NOTE, SWIM AS NEEDED TO FLUM15 JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +3 3/4- 1"I N. 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JOINTS BLIT SMALL BE STOPPED AND 7;' TIED AT EACW SIDE PROVIDE ZX4 OLOOKING PER ASTM CAWM* vl� PLACED FLAT MAX 6' TO V FROM CONTROL JOINT UIWEM C40NTRM JOINT FALLS ON NOTE, STRICTURAL STUD L FASTENERS FOR LAT14 TO ISE "Lb OR — STAPLES IN COMPLIANCE UN ASTM C063 2. LURE TIES TO 15E (NO. 18) 00415'URE 3. BLOCKING 8HOUN MAY BE IN Atornoml TO STUDS RE'%j"qW PER PLAN 17 T" M" TYPE CONTROL JOINT @Pawl\ @ L--- Pr. A 2. CFWAM & Ow!AIN c x aft"s 0 r1r, D pmo A- 2. cpwAft XCPWAW Pr. Amoww.c�rr. 8 TLL "t. c yvuc�ft FLANGIII 4w sa"Tom PLAN= GrAL- POW, ma bm cur, 3 COAT C491ENT (FFWMIIIA N' 2 �T BUILDING PAPER � �W UM LAYER % STUCCO ~� mLy) "ALL PLA� �= R_46� (on Nom� APPROVED 01JILDINS ILIRAP SMALL ISE LAPPED A MINIMLIM OF V - VERTICAL LAPS n%OLL ENDS) A 6' - MORZONTAL LAP& ALL BEAM NEW TO ME TAPED OT14 FOIRTISER SHFATMINS TAPE T� "I LA— 11W_ INST— K01011t � AT BarWM M POW 4 UL" Iwfxmsma� LAT14 VERTICAL LAP TO BE I' — . — .. I — — — — — —1 IT METAL LAIM UM LAYER -L STLIOZO UM LAYER -2. FORTIMMEN", BUILDING PAPM VERTICAL LATH & PAPER DETAIL LLODD Nam� SMEATI SIDE LAPS Or METAL PLASTER BASES SMALL ME SECURED TO BUILDI FRAMING, PAPF14 TWEY SMALL 15E TIED BETUREN SLIPPO" UTR 00415-K (121-MM) STUM WIFE AT INTERVALS NOT MORE THAN V (22S4'tV' AS PER ASTM CW63. KICKOUT Nam, .REA,.,TEAR& IN ILINS LAYERS, TEARS DETAIL MAY BE PATC14ED I WAICUDE URAP TAPE PER MANILIF OPEC. OR PEEL 4 STICK � ft� � m INSTALL FASTENERS (CLIM STRAP8, STAPLES) AS FIEW"ItED TO SECURE PR-Ef Upw TO FRAMING UM LAYER 't STLICCO UWAP UM LAYER 42. FONITIFISIM BUILDING PAPER METAL LAT14 W.WSELP-ADMERIN2 I'IEMISRANE FLASHING OVER 4*.4' SELF-ADWERING. MEMBRANE FLASWING. OVER APPI%0VED HOUSE ILRAP, ) ONTO PIPE 4'.4' SELF-AZINSAING, MEMRANE FLASMING, OVER AF14ROVED MOLISE WRAP. r THICK, 3 COAT CEMENT —WCCNT.DEA OFSEALANT PLASTER INSTALL APPROVED AIR METAL LAT14 ILTRATION BARRIER OVER UIS LAYER -2. PORTPtWR BUILDING PAPER —ELASTOMERC COATING OVER STUCCO/ UM LAYER 't QV FINISH (SEE TYP WALL SEICTION) STUCCO ILIRAP z LOW SMEATMIMS SECTION SECTION awooft y ,th th. �pplicb_ ,.—nts of ASTM C 92S.1 ft I.A.] -ply with ASTM C 1083-19., or ASTM 1787 HORIZONTAL LATH & PAPER DETAIL 4'.4'61ELF-ADWERING. t� FLASHING (OPMPATIBLE UV HOLM WRAP MATERIAL) OVER APPROVED MOLISE OUR POR LESS PIPE CUT AND OVERLAP ONE SIDE Or— SELF-ADMERING fIEMEIRANE FLASWW. STEP 41 WOOD SHEATWIW-x OR Cmu WI;iZI5 LAYER 01, STUCCO WRAP (FRAME ONLY) J* THICIC, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) -LAP LM4 TAPE OVER ROOF A L Si -CREED VX5' V TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF: DECK, NOT r WALL SWEATPIWs) CAP SWIWGLE - DO NOT NAIL, L_ INSTALL WITH ROOF CEMENT /_ ROOF PER ELEVATIONS L" FLASHING- N.T.S. *',** SELF-ADMERING; MEMISFtANE FLASWING (COMPATIBLE 011 MOLISE ~ MATERIAL) OVER 4*X4' SELF-ADMERINS, MEMBRANE FLASMING OVER APPROVED MOUSE CUT AND CVSFILAP ONE SIDE OF SELF-A044ERING MEMBRANE FLASWING LEGEND- DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER ------ IBUILDING PAPER) METAL LATH X—X—X—x STUCCO L.' . I-: WOOD OR 111(o' ZIP WALL SHEATHING SELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATION5) d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F4 1�4 111;a oil ul x 0 F-stmDm at ABBOTT PARK LOT #24 BLK #12 P]FtOJBCT# 04181.000-24121 MODEM. 3EFB "2447-ROBIE" GAPULGIC gVfMG: LEFT PAGE. WALL ASSEMBLY DETA 1 PH A 0 17 rpvnrr 06/14m-," DA7Z: 721 SCIAL-111' 1/4' = f-0' S*MET �. WAI INSTALL 6' SELF-ADHERINIS. MEMBRANE FLA244M OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGGES OF NON-MOVAIBLE MAMEf T14E EXHAUST. SELF ADHESIVE W." , OF WOOD CONSTRUCTION Tpr OVER TOP 4 SIDES WOOD SHEATWIW_z VENT CAP 18 TO 15E SET IN BED SELF OF SEALANT AT TOP AND /fFLASHIW-s SIDEG ONLY. SEALANT 18 TO BE i� LAYER 01, UNIT TOOLED 80 AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JMTS. 1441 N. RONALD REAGAN BLVD E-Z BEAD ALL AJWUND PREMANUR DRYER LONGWOOD, FL 32760 VENT -APPLY SEALA14T ALL VENT CAP (SET IN PH: 407-7746078 JOINTS AND INTERSECTIONS WRI5 LAYER 02, FORTIFIBER FAX- 407-7744078 CONT, SEALANT) APPLY SEALANT AT PERIMETER OF BUILDING PAPER wwwzbdesigngroup.com BACXER ROD _K. . AA #: 0003325 NCN-MOVABLE FRAME AND STUCCO ON ALL SIDES, AJ_L AROUND SEALANT a TOP 4 SIDES TWIM 3 COAT CEMENT WOOD SI-EATWING. PER SECTION RM.7 PLASTER —WRB LAYER -1, Bftrbr lathing and 66ftwinli STUCCO WRAP BACXER ROD Exterior use of portland cement plaster shall, comply with the application DRYER VENT (BLOCK) Ys' TO Y&' MID -WALL LAYER -2, FORTIFIBER IBUILDW. PAPER requirements of ASTM C 926-1 ab. WEEP SCREED METAL LATH Installation of wdenor lathing and framing UkPOD I/8'TEXTURED CONSTRUCTION FINISH 0 11000 shall comply vvith ASTM C 1063-19a, A or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOOO STRUCTURAL WRB LATER -1, FLASHING r93115M - 70r_ MAX 8, CM --------- STUCCO WRAP HOODED VENT BUILOIW3 PAPER 'QUICK WOOD FRAMED MID -WALL J' TWIM 3 COAT CEMENT OVER rLAS44' f WALL R�jfOV SCARED PLASTER METAL LATW ?__A�H0RIZ0NTAL WEEP SCREED (FRAME TO FRAMEJ UFO LAYER -2, FORTIFIBER PIPE TWRO.*W __ WALL 61 WIDE STRIP SELF 13UILDNG PAPER \ ADHESIVE FLASWING CLEAN WOOD 514EAT14NG MASONRY BEFORE APPLYING. , r 4 DINYEtt VEN LFI-cAME) FINIS14 - MASObIWY &* SELF AC4*StVE--' FLASI-INS (0,6TALL -I PER MANUF. SPECS-) IN HORIZONTAL WEEP SCREED (FRAME TO BLOCK) r ZF*� BUILDING PAPER- 614EA114W. _.UCCO UNDER FLAsw* ���WOOD LAYER M, in �7� WRAP LAYER -2, FORTIFIBER WOOD BUILDIW. PAPER WIRE, LAYER 01, - 0 0 CUT OPENING3 IN- STUCCO WRAP 47777 x A -WENT PENETRATION APPROVED WOUSEWRAP FOR BOX INSTALLATION METAL LATW M =T` r SCALE: N.T.S. a, cm VINYL CASING 15EAD I CUT *X' INTO — 6' RAISED BAND .. 1 WIR5 LAYER 01, SELF-ADHERIN53 STUCCO URAP MEMBRANE FLASWING V TO)J* MD -WALL AF40LY SELF-ADWERIW. ............................... . . . . . MEMBRANE FLASHING3 UBIDrv. Jake LOT, WOOD SHEATHING OVER BOX AND OVER WUNDE STRIP SELF APPROVEDUIRB ABBOTT PARK AD�ESIVE FLASHIN33, MEAN r LAYER 61 rIAWNRT WFOM APPLYING. &TEF *1 5TEF #2 LOT #24 Z FLA%4W. BLK #12 ELEC. METER FIEL VERIFY LOCATION ELEC. METER FIELD APPROVED PROJECT# 04181.000-24121 STONE VENEER OVER SCRATCW COAT VERIFY LOCATION WOUSEWRAP 15ELOW WRI5 LAYER 01, MODE1_ STUCCO WRAP 3EFB APPLY STUCCO SCRATCH COAT "2447-ROBIE" HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF: PAINT PRIOR TO INSTALLIWs ELEC. CUT SU04 TWAT- NO MEMBRANE ENTERS, APPLY SO MIN Vj 1,-SELF-ADWERIN5z C%RADE *D' FELT MEMBRANE FLASHING3 OVER GARAGE 3WING: W/STONE VENEER BOX, LEFT METER APPLY TO FAC E SELF-ADWERINGS (FRAME TO BLOCKI EDGE FLASWIWS OVER PAGE: CAVITY TO 5E FILLED APROVED WOUSEWRAP WITH RIGID POLYMERIC WALL LEGEND- I--- 150CYANOTE-POLY5LEND FOAM U R5 LAYER 02, FORTIFIBER ASSEMBLY CGREAT STUFF' OR SIMILAR) BLIILDIW3 PAPER A,I ---APPLY A SILICON STEF 1*3 51EF 1*4 DETAILS DRAINAGE FLANE (LUR5 5ASE SEALANT AT POINT 164WH A HE C LAYER *I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES ELASTOMERIC UJR5 LAYER 02 (FORTIF15ER COATIWG OVER ATE�n 5UILDING PAPER) A AREA TO RECEIVE STUCCO/ C.V. FINISH METAL LATH X—X—X—x STUCCO SCRATCH COAT 4 1 COAT OF: PAINT W/BACK_ APPLY E-Z MEAD- OVER 60 MIN (SEE TYPICAL WALL SECTION) JU V, r ROLL PRIOR TO CIRADE '0' METAL LATH 17 STUCCO ELEC. METER INSTALLATION �_PRO IDE STUCCO SCRATCH FELT -PROVIDE SEALANT AT ALL !o COAT LARGER THAN THE ELEC. JOINTS AND WOOD ORllfro'ZIF WALL METER CAN OR METER CAN INTEPMECTIONS, SHEATHING COM50 OR METER CAN AND *A SELF-ADPESIVE FLASHING DISCONNECT NO PRINT 06/14/21 NOTE: METAL LATH: LATH TO 5E PEP, SECTION ELECTRICAL CONDUIT 51EF #5 51EF -DATE: 8CALE. 1/4" = 1'-0* R1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PENETRATION 8*MzT FER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL RECEPTACLE WA2 UJOW SHEATHING. WRI5 LAYER -1, STUCICO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDIW3 PAPER V4' 14AT C44ANNEL J' T141M 3 COAT CZMENT TYPE 'X' DRYWALL PLASTER 6' SA.F. * TOP OF ILEEP SC4WEED _fT0 SHEATHING BEHIND WEEP 801MED WRIB LAYER 11, STUCCO W TWIM 3 CCrT CEIMENT PLASTER 6' SELF-ADI-EREW. "-WFWC-180 CALISTOM CASWj BEAD FLASWINd. WRAPPED TOP Or WEEP SCREW TO SWF-AT1404G BELOW URS LAYER 9, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING. PAPER WSELF-ADMEREW. WPM LAYER -1. FLASWINd. WRAPPED * comeR or CLANTILEVER STLICZ0 WRAP 4- POSITIVE DRAIN CO AM"ALFWC-160 =719 IRLD ­1 CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 nODTL. 0 CANT. A WALE, I V2*-I'-V NOTE: METAL LATH: LATH TO 5E f=ER SECTION R71031-1 / ASTM C-541-14a, MIN. 2.5 L55. l=ER SQ. YARD (UTILITY OR NOMINAL LATH QOE5 NOT MEET Sf=ECIF [CATIONS) 34 RESILIENT 'AT CHANNEL 112" CASING E&r=AD—\ n I; 5/8,11 X. DRYWALL W/TEXTURED 4 'AINTED FINISH i, Twim 3 COAT CEMENT PLASTER CORII&ER BEAD VINYL 70 VINYL CASING, BI-EAD z DRIP EDGE INSTALLATION 5/8' 1 1 'X' DRYWALL WofTEXTUIRED 4 PAINTED FINISH J! THICK 3 COAT CEMENT PLASTER — VINYL QOFO�IER BEAD VNYL CASING, WOOD CONSTFAbCTION WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 12 J' TWICr, 3 COAT CEMENT PLASTER METAL LATH WOOD SWEATHIW. (2) 2xI2 14EADER 4' POSITIVE DRAIN w99e_*49B= (SHOLLN FOR CLARIFICATION OF SEPARATE ACCESSMES ONLY) -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 02 I' TWIM 3 COAT CM-%NT PLASTER METAL LATH WOOD SI-EATWING (SWOM FOR CLARIFICATION OF SEPARATE ACC�Eb ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL W54%.00R DECKM rm-ENav TIMM 11JEATWOR REI"TIVE BARKER M UEATWER RESISTIVE BARRIER -2 111RICK, 3 COAT CEMENI FLASTER METAL LAT14 WOOD S-EATWINGS EXTERIOR GMAVE CqW A. . P T14M 3 COAT C (6NOM FOR CLARFICATWN OF 6EPAJILATE AAMOESGORES, ONLY) 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GAL METAL DRIP ECCIE PEEL 4 STICK) SET IN FULL BED OF 61 PEEL 4 SEALANT, JP MIN. SPACE FROM DRIP STICK FACE TO TREX EDGE TO DECK A* CAP FOR BACKER I 06W V P.T. OR SIMILLATED ROO 4 SEALANT WOM (TREX) COWINUOUS WATER It WEAT14ER RESISTIVE Yrj LAYER ; PEEL A BARRIER M STICK) WRAPPED FROM WEAT14ER RESISTIVE ELALC474Y DECK TO BARRIER -2 CANTILEVER 6' PEEL 4 STICK CIECK MEMBRANE. DRIP EDGE TO DECK EXTEND OVER DRIP am FLOOR EDGE C�C=E= 3* X 3' 26 GA. C.ALV. METAL DRIP EDGE SET IN PILL BED OF' I AW V4. P.T. OR SIMULATE SEALANT,)P MIN. WOOD (TREX) FILLER, SPACE PROM DRIP C4L')NTl'4UCUS FACE TO TREX X 'CiAP FOR BACKE VINYL CASW& BEAD ROD 4 SEALANT WATER PROOFING lot FINI044 LAYER (2 LAYER LAYER (2 LAYER PEEL A PEEL A STICK) bTtM WRAPPED FROM 3/4 FE61LIENT BALCONY DECK TO 14AT CANTILEVER I' THICK. 3 COAT CEMENT PLASTER METAL LATW 5/8' TYPE 'A RYWALL WOOD SHEATHING. 9616TIVE .114.12 PAINTED WEAT14ER FINISH CARRIER M WEATHER RESISTIVE TWICK, 3 COAT CEMENT BARRIER -2 PLASTER u9srjkmff= CLARIFICATION Or SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION COLUMN SHEATHING. UEAT14ER RESISTIVE BARRIER -1 WEI��ER RESISTIVE SAARIER -2 I -EEL 4 STr-K iVxv v rLAsww. FULLY EMBEDDED IN ROOF CEMENT ,I)j' X 3'26 GA C�ALV. METAL DRIP EDGE CAP FOR BACIKER SET IN FULL BED OF ROD 4 SEALANT — e SEALANT, JV MIN. SPACE PROM DRIP FACE TO TRE WEATHER RESISTIVE VINYL CASING BARRIER 9 WEATHER RESISTIVE WATER PROCIFINIG. Ist BARRIER -2 LAYER (21 AYER PEEL —1. EXTERIOR COLUMN 4 STIM \7EL C40LLM SWEATI-IM LEGEND- STICK 6' &A.F� I Yo'x3' V FLASHING DRAINAGE PLANE (WR5 SM FLOOR= FULLY EMBEDDED IN . IMENT ROOr C LAYER 01, STUCCO WRAP) \ I A' X 3. 26 GA CIALV. r"VIL DRIP EDGE LURB LAYER 02 (FORTIFIBER 77 I AIXI V P.T. OR 5 SET IN FULL BED OF SEALANT, V MRIL 5UILDING f=APER) LILOOD (TREX) FILLER CONTINUOUS t 7�,t=. SPACE FROM DRIP ­c� Ye CsAP FOR SEALA14T -,/FAf--E TO TREX CASING BEAD METAL LATH X—X—X—x OPT. BACKER ROD. WATER PROOFINS. lot MODIFIED W LAYER (2 LAYER PEEL 4 STUCCO 1­ 3/4 RESILIENT 14AT C44ANNEL STIC;K) UPAPPED PROM BALCONY DECK TO VINYL CAMr, CLANTILEVER WOOD OR '111(o' ZIFD WALL k THICK. 3 coAT CEMENT PLASTER 5PEATPINC% 5/VTYPE 'X'DRYWALL METAL LATH W/TEX`tURED 4 PAINTED WOM SWEATWIW. 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Cmu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD OP BLOCK- C-C WIRE, LAYER 01, STUCC0 WRAP IURB LAYER 02, FORTIFIBER ENJILDING PAPr=R-----, METAL LATI4 J, TwicK, 3 COAT CEMENT PLASTER — &'SELF-ADHERIW_v— FLASHING y DRIP CAP WINDOW FLANGE IJURB LAYI BUILDINGs METAL L.� a' THICK: PLASTER &'SELF-, FLASHIN( DRIP C WINDOW ASING BEAD (9)1 WINDOW (FRAME, NO BAND) WOOD SHEATHING WRI5 LAYER 01, STUCCO WRAP WRIB LAYER 02, FORTIFIBER WILDING PAPER —METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT %, EW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAk 407-774-4078 www.abdesigngroup.com AA 111' 0003325 i� 4 44 rq 13 Nt ull x 0 9 L iiiii ABBOTT PARK LOT #24 BLK #12 PIROJZCT# 04181.000-24121 MODEL& 3EFB "2447—ROBIE" GAMAGE 9WING: LEFT 3PAGE: WALL ASSEMBLY DATAILS vo.1 n rZ , .6,p MVH E)VACJ VGAP TYP THIM 3 coAT CEMENT WO= SHEATWING3 CA51W. MAD PLASMIR Ix TRIM MEMBER TO TRIM MTAL LATH LEGEND WRIS LAYER M, STUCCO TO STUOW WRAP SIDING, T ITI WRIB LAYER -2, FORTIFIMIR DRAINAGE PLANE (WR5 WOOD SHEATHING BUILONG PAPER LAYER 01, STUCCO UJRAP) WR5 LAYER 42, FORTIFIBER 7 WOM &.1EATHING3 LUR5 LAYER *2 (FORTIFIBER BUILDING PAPER F­ WRE, LAYER 01, 5UILDIWG PAPER) 1441 N. RONALD REAGAN BL- LONGWOOD, FL32760 S STUCCO WRAP — METAL LATH X—X—X—x PH: 407-774-6078 METAL LATW 2(77777777777 FAX 407-774-4078 WRI5 LAYER -1 WRI3 LAYER 11, STUCCO www.abdesigngroup.mm J' THICK 3 COAT CEMENT WRB LAYER 02, FORTIFI5ER STUCCO wRAF; STUCCO WRAP AA#:O00332J5 PLASTER BUILDING PAPER Co'SELF-ADHERING; CASIW-s BEAD 5WEATWIW-x —METAL LATH FLASHING -IW J- THICK, 3 COAT CEMENT 6' SELF -ADHERE -2 SELF-ADWESIVE FLASI-41W-z VINYL ANGLED E>TnDIL. ED FLASHING OR PEEL 4 STICK CASINGG BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ------------------------------------------------------------------------------------------------------ - 18 J' TWIOK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WR5 LAYER 01, METAL LATH WRAP 11 �Al VINYL AWALED WOOD CONSTRIZTION BEYOND CA5lWz BEAD UOM SHEATHING WEATHER RE*I6TrVE WIIa5 LAYER 02, FORTFIBER MAINNOR -1 EIUILDIWS PAPER FRE"77VE WINDOW rRAmE -2 WRB LAYER 02, FoRTir-15ER X�1,4,Ye LAP Slow. 6ELF-ADI&POW. Ml TAI��LATW EAL FLASHING BUILDING, PAPER I Ilk tt j. M I t k I 62 Q! IL I J' TWIM 3 COAT C NT 6'SELF-AC*lEPtING. FLAGWINd. VUEATMER PESISTIVE -Z BEAD VINYL CASING SIMMER -1 PLASTER E PRATHER IIIIESISTIVE (W/%'FLEXIBLE PVC BACKER ROD) STARTER STFUP ISAMER -2 VSELF-ADHER11 IBM VOW-AIDNERNG ilp-w on FLASPINC-s R-AS404. ap GALVO METAL GALVIP MHETAL 'Z'FLAX64W. Z DRIP CAP W FLAS44W. ul on WR5 LAYER 01, STUCCO WRAP, SSR W Kw Lu x 0 X 'Spi WRAPPED AROUND FRAMING; MEMBER WINDOW FLANGE TmM R 0 6nr.w CASW. ro' SELF ADI-ESIVE FLAr:44lNG, x WOOD SHEATHING .6— Tw MEMBER INC — CiAP UACAULKW. 2X FRAM 3 OR APPROVED SEALANT MEMBER DETAIL BELOW EXPLODED CASING SIDING TO STUCCO FOR CLARITY ------------------- --------------- ----------------------------- ------------------ i -------------------------------------------------- Y4' GAP TYP ----------------------------------- TWO< 3 cOAT CEMENT NOTE: CA51NG BEAD PLASTER WOOD SWEATAIN63 SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LIBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WR5 LAYER 02, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) BUILDING; PAPER UPS LAYER 01, STUCCO WRAP WOOD SHEATHING WINDOW FRAME 7tj WOOD SHEATHING FO WR5 LAYER P2,_, RTIFIBER U1000 O"TpabcTm BEYOND 6' SELF-ADWERING. BUILDINGG PAPER WR5 LAYER 01, UACOD Oww"ATWINal FLA04WA i.. ENT---\ MENT THIM 3 COAT CEM 'T STUCCO WRAP VAAT�ER FEDISTIVE BAAMEIR -1 MEATHEIR PRESISTIVE DAMIER " To LAP PLASTER UFAT�M FIESISTIVE 61 MIK ABOVE TOP SAPMER -2 OF Z. FLASWING. WR5 LAYER *2, FORTIF15ER XX ll�LAP BOW. 2- A/ v VINYL ANGLED BUILDING PAPER -q 6* SELF-ADWIEFEW. F WEATWEIR RE&STIVE 066JWER q WR5 LAYER 01, CASING BEAD FLA814M / WEATWER PWSIeMVE SAPORIER -2 STUCCO WRAP METAL LATH VINYL CASING BEAC) STAMTER STMP SUBDIV. &C LOT6 ABBOTT PAIRK LOT #24 BLK #12 I PR0JzcT# 04181.000-24121 MODEL4 3EFB "2447-ROBIE" c GAltAGE BTrING: LEFT PAGE: WALL ASSEM Y DETAL 160 MPH XXP. C GALVV METAL &'WIDE FEEL 4 STICK (EXPLODED J* THICK, 3 COAT CEMENT OR VIEW FOR PLASTER WAMM OR WINDOW FLANGE OVER FLANGE CLARITY) 71 FLAMING. 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MO. tioc"Mr-ALLY PASTEN PA10410 SDOW (CAP NAILS. STAPLES) "TAU aupow PLEMIRAP AS n FLAS4M AT TIE POLD wouev~ OOM 4 TAPE DIAGONAL = ;p ACROSS MEAD PLUMBING VENT DETAILS SCALE, NTS W-PLY %* ;F &EALAh AM66,04 W-PLY TO 24DOW MA LAWS N off-pum KXAS OR 14STAL.L d,'UAOE AOMRSIVE - SAANMD PLEXHUX R.AS4M MATIERiAl. OVER DRIP CAP .Ow (PROTECTO4~ ST-20n - 52") STEP 8 `11� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE:NTS STEP 9 -Ar". Y FLA811M OVERJOW ---ME—T T.T" ROOF VALLEY DETAIL. OCALE, HTS APPLY ON WU (0 ECUAL) SEALANT - H*C)CQVCM jow. F1100 APMMP n.#JBWM CLANOO WME-SEAL XC-Sd OR ECUIN-1 SLOPE SILL TO EX Nam, L IT IS IM CONTACTOPIN, RESPONISISMY TO VERIFY THE WMIRATIMILITY OF ALL PIRCOWTS, NCL=N3 ��, SEALANTS A SELF�APWIIRW. FLAS14W. MATERLALS LNED DURM CC*4STIaJCrkX Z NSTALL ALL MATERIALS PER MAMPACM10190 UlRnTIN SPECIFICATIONS MAY REACT ADVERSELY IF NOT IOOMMMTW&A� I NOM CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IM FOLLOWING. 0"'LETION OF EXTEROR RETROFIT WOW, NOTE, REPAIR SCHEM &AOWN $WALL BE OwIPLEPoIENTED AT ALL WINDOWS WITH EIVIDENCE Or WATER INTIRSION BELOW T14E WINDOW OPENING i "TER Or W14DM WITI-I Mail L IT IS ng C4WACTOM NESPONSMULTY TO VERVY THE 02-PATIOMFY OF ALL PRODUCTS 04CLLIOM SEALANTS 4 SELF�AOWEIRING FLASWM MATERIALS Liam OtAmm COMTHLICTICK 2. R-AGWINS AT EXTERIOR UWAMM AND OOOR OFEND436 SWALL BE INSTALLED IN ACOCIVANCE WITH mAMFAr-TURERS 01STALLATION NOTIM4TIOND, AND AFf"ROYED METHM U Or FMC IRIOU M~ACMAIIE" NSTALLATION AND K-AINWA MTIVJCTIOM& W&MR&L SEALAWS MAY REACT AOVERSELT r NOT COMPAT15I.E. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, 141S i"i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 VANW.abdesigngroup m AA 111: 0003325 411 a I ul n L LEU o x 0 x 0 , k;-tx L �4 mmmv P'SUBDIV. &c Lo .4 ABBOTT PARK LOT #24 BLK #12 PIRojircT# 04181.000-24121 MODET 3EFB "2447—ROBIE" GAP —*,GE BTfMG: LEFT PAGM- WALL ASSEMBLY L160 P A E J A. SCA=: 1/4' = l'-O" mwr WA5 t / --- ----------------- --------- -- - ---- /I I ------ - --------------------- _2xro SUB-BANb UJ/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA URAP DRIP EDGE -------------- ----- - 1/8' TEXTURED ;�_FINI51­1 0 WOOD 2X6 SM j 1/5' 1/2' TEXTURED FINISH is CMU METAL FASCIA WRAP Ys' FROM STUCCO, 11 FROM -------------- V A WOOD WALL —EXTERIOR WALL (FRAME OR CMU) NOTE NOTCH FOR 2X6 W TEXTURED RN(ew * u0m, In' TEXTURED FINISH 0 cm METAL LATH SHEATHING OR Cm LAYER 01, STLCCo UNRAP (FRAME oNLY) URB LAYER 02, FORTIFISER BUILIPM PAPER (FRAME ONLY) m� - R00FW3 CEMENT DRIP ECOGE FLAN 5 METAL KICK OUT SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \DRIP EDr sE, V OFF WALL fzzzzzz,<Zzz T INTO STUCCO) rZ)ELEVATION TEXTURED FINISH a /WOOD, 1/2' TEXTURED FIN15P 0 CMU ',,�2xro SUB-15AND W/I'x4'NOTCH 0 END, WRAPPED IN FEEL 4 STICK METAL FASCIA WRAP I'OFF WOOD WALL. SUB BAND 2* OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d "L5 6'-S' OZ. MAX. 2x SUB-15AND WM'x4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (6) WALL 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 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 @) WALL W/KICK-OUT FRAME OR CMIJ FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' A50VE BOTTOM OF DRIP EDGE 2x SU5-15AND Wll�'x4' NOTCH 0 END, WRAPPED IN FEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE 50TTOM oF DRIP EDGE 2x SUB-15AND WA�'x4* NOTCH a END, WRAPPED IN FEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY i"i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 '1�, P4 4 I - 9 1? N OR V tmDlv. & WTI fABBOTT PARK t ql� LOT #24 2 BLK #12 ]PROJECT# 04181.000-24121 MODET- 3EFB "2447-ROBIE" GARAGE SWMG: LEFT IPAGM" WALL ASSEMBLY DETAILS 16WPH F*Q. Q0 17 A""'""r 06/14/21 DATE: SCAUM 1/4" = f-o" S*ZEET WA6 3" MIN. EACH MY MONOLr MONOUTHIC FOOTING STEEL REINFORCING IN GROUTED S EEL REINFORCING IN GROUTED 2� T S CEL L EEPLANFORSIZEAND CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 4- SPACING REQUIREMENTS GARAGE DOOR < t7 RECESS H I FM 0 Z 8" CMU WALL 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR 2� 01-a' IN FOUNDATION WITH 39'LEG EACH . 'j, i TOP OF 11 T WAYA ALL CHANGES IN DIRECTIONS SO TH AT THE STEEL REINF. IS CONTINUOUS s, A TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURBFOR R DIA H \-"EE SLAB SCHEDULE BAR SIZE BAR DIA EXT. PORCH SLAB HAMFER (I -STORY) '6, #3 IW Fr L IES 'SEE SLAB SCHEDULE TOP �D=A �F H EXT P�R H SLAB 4� CHAMFER (1-STORY) CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNIT SET S AT ELEV W/ liz ISO ION 6 CHAMFER (2-STORY) JOINT (WHERE #4 21V LAT ON17 0 LA T W, ", IS LATI N 6� CHAMFER (2-STORY) D". ILE) APPLICABLE) z SEE SCHEWLE 05 39- 3D HIEE7 JOINT (WHERE APPLICABLE)) SEE SCHEDLJLE LE) T.. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING F F01 OR MD ' IIAR S2E #6 36' Z FOR W.D aAR SIZE 511 DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR CXIANTITY tj AND BAR6UWnTY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS). UNO Z. 97 47' r:-'�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE CORNER BARS DETAIL DOOR OPENING SCALE: 34'=T-01' 4 SCALE: 314'=T-01' (1) #5 REBAR VERTICALLY W1 CONC, mw POURED CELL LAP TOP PLATE A MIN, OF 41r CMU AND NAIL W/ Ed COMMON #4 REBAR @24- O.C. Q CENTER OF VERIFY HEIGHT NAILS, 2-ROWS,,VO/C BTM. OF WALL Wt PLAN LAP TO OCCUR OVER STUD SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 0 NEW REINF. BAR SECUREDW/2-P T No2 STUD SEE PLANS FOR R SS SECURE ST. PLATE TO SLAB Wl S PACING. NGLE BTM. PLATE I IrZ�19' WEDGE ANCHOR W/7' Z*CAPPED EPDXY. MIN. EMBEADR To BE PT, PROVIDE DBl- TOP R WASHE SET IN HIGH STRENGTH GALVANIZED PIPE :j i 9',UNO PLATE EPDXY 5-1/7'EMBED, MiN. 0 16- Oc T- W/FLANGE 0 BASE FOLLOW ALL MANF. SPECIFICATIONS FOR S MAX IMPSON SPH4 OR SPH6 E? USE AND 13 TM AND TOP PLATE E� 4" CONC., REINF. Wl PREPARATION OF ANCHORS W/ x 1/7, 1 ��&,#JOWWM ON e 4� HOLE� COMMON NAILS FILL ALL 6-MIL POLY ETHYLENE SECURE FLANGE TO I HOLES, DO NOT USE 10d VAPOR BARRIER ON WELL -COMPACTED SLAB WI(4) 1/4'X 2 14- x I' SLAB SCHEDULE CLEAN FILL TERMITE TICONS fSEE 4:W0F m TREATMENT SHALL BE SLA13 BOPA-CARE 4" CHAMFER (1-STORY) (2) CONT. #4 REBAR 6- CHAMFER (2-STORY) (2) #5 REBAR ON CHAIRS 0 2,000 PSF VIRGIN S IL OR 95% SEE SCH—LE 17MIN DEPTH INTO COMPACTED SOIL D" W`D BAR SIZE VIRGIN OR ENGINEERED SOIL ADDING BAR TO AND BAR*6uAKrFTY SLAB HEIGHT LESS THAN 7-6' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL r7-) EXTERIOR MONO DEEP OOTING W/ BLOCK WALL LAP TOP PLATE A MIN. OF 48r' AND NAIL Wl I- COMMON NAILS, 2-ROWS, 4'OiC BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 4S' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, f- O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALLWISY No2STUDSSEE P 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT WALL Wi SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT PLATE TO PLANS FOR SPACING. SINGLE BT BTM. PLATE To 13E PT, SECURE . PLATE TO i5 SLAB W110d MASONRY z W, PROVIDE DEL. TOP PLATE SLAB 10d MASONRY NAIL NAIL 16' OIC STAGGERED. 16'OIC STAGGERED. ADDITIONAL METAL ADDITIONAL METAL ONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. E.. CMU WALL z POURED LINTEL CONT. (TYP.) 9- CMU I'll I ED CELL (TYP.) 6 TOP F-54i SLABSCHEDULE ` 2X WALL FRAMING 0'-U' SEE SLAB SCHEDULE 1/2"DI SIMPSON STS2 BOLTS S' A- [SEE - , �4 ITOPOFSLAB SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO I '0�11 IF SLAB 5. .9 "ISOLATED" COLUMN PAD io CENTERED UNDER WALL AND GROUTED CELL, 4- FROM ENDS AND 16'O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB A : SEE SCHEDULE SEE SCHEDULE FGRMD ' MR SEE ED Ea� SEE SCHEDULE 0 %ftD BAR SIZE R 'QUANIFY ANDaAR AND BAR UANTfTY OR MD, BAR 8 IZE JU ANDHARQ�NTIYY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO r.--'�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL (NO UPLIFT) 1441 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-774-6078 FAX- 407-774-4078 w�.abdeslgngroup.com L AA #: 0003325 t3 ge 4� 2 iLi 9 k IIA 0 x 40 sunDlIv. & WTI ABBOTT PARK LOT #24 BLK #12 I PROJECT# 04181.000-24121 MODEX. 3EFB I "2447-ROBIE" GARAGE 91TMG: c LEFT PACE: DETAILS 160/WH EXP. STEEL REINFORCING IN GROUTED —N CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS T STEEL REINFORCING IN GROUTED CELL S CELL SEE PLAN FOR SIZE AND MIN. 1 DW/. OSE BPAC" SPACING REQUIREMENTS 8"CMUWALL PAVERS #4 REBAR (TYP.) 9'CMU WALL TOP OF TOP.r-.Ms SEE SLAB SCHEDULE SEE SLAB SCHEDULE 1/7" IUS OR /1—c FER 0 -b:T.P OF SLAB FSEE 'SEESCHEDUIE OR MD MR SIZE AND BARQUANTITY tSSEE SEE SCHEDULE ECL EO1 SCHEDULE OR WAD, BAR SIZE AND BAR QUANTITY FOR FOR V�D ' BAR SIZE AND BAR CEZ"TY TRENCH FOOTING (-,,"�EXTERIOR STAIR DETAIL r,"'\INTERIOR CURB FOUNDATION CMU WALL /'��INTERIOR FOUNDATION CMU WALL AT ALL PAVER AREAS SCALE. iri=v-c� LAP TOP PLATE A MIN. OF 4EV' —71 AND NAIL W1 16d COMMON NAILS, 2-ROWS V'OIC BTM� VERIFY HEIGHT LAP TO OCCUR'OVER STUD OF WALL W/ PLAN 2.4 OR 2,16 WOOD BEARING PROVIDE BLOCKING REINFORCING IN GROUTED -----STEEL CELL SEE PLAN FOR SIZE AND WALL W/ SYR No 2 STUDS SEE PLANS FOR SPACING. SINGLE SPACING REQUIREMENTS BTM. PLATE TO BE PT� SECURE ST. PLATE TO SLAB W/ P ROVIDE DSL TOP PLATE IrZ�Kg" WEDGE ANCHOR W1 Z' WASHER SET IN HIGH STRENGTH :All EPDXY 5-117'EMBED. MIN @ 16' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE 1 W CM. WALL ANCHORS W1 10d x 1 lr2' s D-a' C OMMON NAILS FILL ALL TOP OF Top Op SLAB HOLES, DO NOT USE 10d 1. rSEE S 'LAB SCHEDULE I EXT PORCH SLA�� -�\-.EE .... CHEDULE —4"CHAMFER (1-STORY) 1!!��MATCH R �,,E BAR 1, r�A— 4 .4 4 SLAB W/,lt2'ISOLATION 6- CHAMFER (2-STORY) ± #3 19 JO NT (WHERE #4 24' APPLICABLE) , STEEL #5 TT 4 6" PVC CHASE REINF RCEMrNT 06 36, THRU FOOTING PER SCHEDULE 6" PIC CHASE THRU FOOTING SE SCHEDULE FOR MD, BAR SIZE MATCH STEEL AND aAR QUANTITY SEE SCHEDULE REINFORCEMEN FOR WxD, BAR SIZE PER SCHEDULE AND "R QUANTITY PVC CHASE r.-"�INTERIOR FOUNDATION WOOD WALL (-:-'\THRU FOOTING JUN 1441 N. RONALD REAGAN 81 LONGWOOD, FIL 32750 PH: 407-774-13078 FAX: 407-774-4078 www.abd�igngroup.com AA #., 0003325 r SKIW LLI U, 0 'V ABBOTT PARK LOT #24 BLK #12 [I-ROJRCT# 04181.000-24121 MODEL. 3EFB "2447-ROBIE" GARAGE 81"NG: LEFT I PAGE: DETAILS 160/WH EXP. 20'-0" 16'-0" 14'-2" 12'- V-4" IF]i IA 1.1 1.0 11-11 irf- F� c? 9 9 9 m c? 'k �k 9 2 6-8. + + 7 -7-1 JUN FIRST FLOOR DOWEL PLAN SCALE 1/4 = V-0" i"l N * RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com L AA #: 0003325 14 lop 14 V m Uzi 0 x SUDDIV. & LOSN ABBOTT PARK LOT #24 BLK #12 PROJECT# 04181.000-24121 MODEL. 3EFB "2447-ROBIE" GARAGE 8VWG: LEFT PAGE:* FIRST FLOOR DOWEL PLAN 160,4PH E)% Cj TIE VERTICAL REBAR To HOR'-T'O_L RE.AR _' '- _" R.LITE. B.. BEA. TIE VERTICAL REBAR TO R'. AR W" VARIES PER ELEV. GR.UTED SON. EA. .k VARIES PER ELEV 'A 2P #5 BARS I I" HOOK, lk- Ar CLEAN OUT REQUIRED FOR INSPECTION ail 4'FIN- FL� lo J� 'I 1'4 I TIE I A RE.AR a 'T'C L TO HORIZO TAL N REBAR Wl 1 9'HOOK BAR SIZE 48 BAR DIA- t o HORIZONTAL/VERTICAL #3 181, #4 21f #5 301 #6 36, #7 4t__j CMU UNIT DIMENSIONS ARE NOMINAL SLZES MASONRY SYMBOLS 3 314"=l'-U' W�bw S., Rs 8 BAR 2`1 `74 OFFSET METHOD CONTINUOUS FBA #3 19' METHOD #4 j 21V I HORIZONTALNERTICAL #5 1 30" 9RCING In (D 1 #6 11, #7 4Z� Sr NEW REINF. BAR o i � SECURED Wt 2- PART EPDXY. MIN. EMBED 15 6', LIND FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF ----"OLE. �c. Is -AL 14 STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM Jul 1441 N' RONALD REAGAN 131 LONGWOOD, FL32760 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup. m Dig Ro 64. 4n LLI 'LLql 0 x rsulwiv. & Lo r-4 ABBOTT PARK LOT #24 BLK #12 PROJECTIP 04181.000-24121 MODE=- 3EFB "2447-ROBIE" I GAP —%GE BIFMG; a LEFT - PAGE: DETAILS 160 MPH Ea�J 7 202 1041 06/14/21 DATE: SCAJ.E: 1/4" = 1'-0' SHEET I S1. 2AI 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 Wl (8) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON Hl OA OR LGT2 N 1 Od x I lt2" 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 (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 NTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36,.177" * x 2 7/8" LONG, WITH WASHER @ 16" O.C� 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SLZE & DESCIRIpnON REMARK (2) 2XII Q (2)2)(12 BEAM SCHEDULE RZER2M INDICATES OPENING BELOWIT.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF UNTEL/T.O.A- =TOPOF ARCH /TO S =TOP OF SLAB ABBREVIATIONS EE. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT MARK DESCRIPTION fo (P-0 SIZE VrxH' REINFORCEMENT STIRRUPS REMARKS BTM. FTOI 1 .1. SIZE SPACING 8si MASONRY 3000 OX16 — 1 n N/A — GROUTED SOLID BB2 MASONRY 30DO 8X8 — 1�4!52 �j NIA — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 �.abdeslgngrwp.com L AA #: 0003325 t lz! ul I r4j FSU13DIV. S. MIN ABBOTT PARK LOT #24 BLK #12 PitoizcT# 04181.000-24121 MODEZ- 3EFB "2447-ROBIE" GAIMGIC BlfMG: LEFT ]PAGE: FIRST FLOOR LIFT BEAM PLAN L A NO ES 16AM ElAy 17 I BCAIX: 1/4' = I S2 NOTES TO THE INSPECTOR/CONTRACTOR ff!;A- TYR glxvl 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM Z IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3� PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYR &me* #5 CORNER BAR Wl 39'LAP FOR EACH 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1U'DEEP. VERTICAL REBAR W/ 1CV'HOOK 8X16 DEL. B014D So TOP OF BEAM W/ ( AR ND EAM 1) II EACH COURSE -a I I I J 8x8 BOND BEAM TOP OF W/ (1) #5 BAR Ai BOND BEAM lo L - ",CAL F FILLED W/ GROUT NO' INA u=u WILLED GROUT SOLID FROM -oTOP LINTEL,TO TOP OF BOND OF OPENING # OF #5*S IN 2ND BOND Wil H BEAM CO'IJRSE BEAM, F FILLED LINTEL #5 BAR IN BOND BEAM SEE NOTE 5 Lkl INS PRE -CAST CONIC ETE 6-1 Til B (1)#5BARR N IN LINTEL Wl (1-2) LENGTH OF B AR = WIDTH OF MASONRY HEIGHT CORNER # OF #5's, Top OPENING - Z' IT IS THIS E GINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX - 1TA WOO INDICATES A DOUBL BONDBEAM #OF #5'S BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - 1TIOMMB INDICATES A SINGLE BOND BEAM PLACED LINTEL LINTELT WlO STEEL (Ll) REFER IT IS THIS ENGIN ER'S INTENT 0 AN T PLAN FOR LOCATIONS DXU - 1T/lft0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL D XU)O(- 1TIOMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION Z� L WINDOW A SINGLEBONDBEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN ..31K' PRE -CAST WINDOW SILL z SLOPE OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN U BPPER AND LOWEqR #5 MIN. REQUIRED IN OND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNERBARS SILL CONSTRUCTION (—,-'�_AT CORNER STEP SCALE: 314'�1'4' PROVIDE 701A. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. SINGLE #5 CORNER a BAR, .. TURNED Up OR TURNEO DOWN INTO STEEL REINF. OF FILLED CELL ONQ BEA. 8x8 CMU PIER W I SINGLE OR DOUBLE REINF. BAR(S� PR IDE #5 BAR AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH B OND. BEAM CHOAVGE LINTEL. CHANGEIN OF BOND BEAM (DfELLEVATION SCALE: 3147=l'-Cl' Ii N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 wwwabdesigngroup.com AA #: 0003325 a it"s sil k kKwv Lu W x 0 x "LOT17S CONCRETE"/ "CAST-CRETE" /"QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT ____TYPE LENGTH 8U8 815-08 8/16-ITIOBV20-ITIOB ITIOBMI 3/32-ITIOB ___ _TYPE LENGTH 8/8 PLAIN 8/8 SOLID Ty LENGTH 8&IB 8118-IT118MIT/18 4-IT/IBMIT/113MIT/113 8184T &fI6-2T &20-Xr 8r24-Zr M417 &W-Zr T-6' PRECAST 1436 952 3114 4217 =I 6426 7531 T-W PRECAST 689 1024 T-W PRECAST 1509 3524 4394 sm 6132 7001 2465 6113 6385 7708 9031 10000 1509 3524 4394 sm 6132 7001 Ic-T PRECAST 1065 700 2305 3125 3945 4765 5N7 4-T PRECAST 514 763 IV-o* PRECAST 1383 3080 3815 4570 sm sm 1961 6113 7192 652A 7627 8751 1363 3060 3815 4570 &325 6079 4'-6" PRECAST 819 533 IT70 2400 3033 3666 4300 4'-6' PRECAST 398 691 4W PRECAST 1207 2582 3375 4043 4711 5379 1626 6743 7547 0752 6541 7565 12(Y7 2707 3375 4043 4711 5379 64, PRECAST 931 1247 1999 2560 3123 3NO 4249 51-C PRECAST 411 411 514" PRECAST 1016 1806 2374 2944 3513 4084 1319 4480 7196 7342 578D 6259 iols 2Z76 2B38 3399 3961 4084 V-10" PRECAST 817 1024 1631 2090 2549 3009 3470 51-10, PRECAST 340 339 6-10, PRECAST 909 1499 1971 2443 2D15 3357 1161 3693 5wn wu 6548 5T76 929 209D 2593 3107 362D 4133 F-W PRECAST 692 1139 32V 3031 3707 4383 5061 W-W PRECAST 410 721 64r PRECAST sm 1201 15M 1955 2332 Z709 1139 3227 4M 7054 WOOD am 835 INS 2329 zm 3251 3712 r4p PRECAST 570 9w 2498 22D5 20M 3191 3885 r_6* PRECAST 303 534 r-6. PRECAST 716 ow 1181 1462 1743 2025 m 2498 3408 4054 7067 6472 727 1624 2025 2425 2W 3226 914* PRECAST 428 633 1593 22D4 2481 2818 2621 g-4" PRECAST 192 384 W-4" PRECAST 454 so 707 W 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1980 2164 2519 10'-6' PRECAST 388 487 1247 1767 1904 2163 2D28 10'-6" PRECAST 151 301 1OP-6" PRECAST 356 488 612 755 899 1042 550 1407 IOU Z781 3222 3784 504 1180 1472 1763 1710 1989 11 '4' PRECAST 330 544 1312 1742 2252 280 363D 1 V-4' PRECAST 132 417 1114� PRECAST 430 406 530 853 m 872 544 1312 1742 . Z252 28M 3552 4W 1042 1372 1643 1470 1710 lz4r PRECAST W8 507 1210 1596 2D48 2586 3191 iz-01 PRECAST ill 370 IZ-01 PRECAST 383 366 476 5ff7 SOB 783 607 1210 1596 2048 2586 3171 440 940 1300 155D 1314 1476 ly-Ir PRECAST 270 433 1046 1365 V32 2157 2535 IY-4' PRECAST 82 298 IT-4" PRECAST 308 303 393 484 676 645 414 1045 1365 1732 2316 26M 390 7801057 1312 1071 1203 11f4r PRECAST 254 388 978 1272 1006 1988 2279 14'-0" PRECAST 71 293 14�4r PRECAST Z79 278 350 443 526 609 390 978 1272 INS 19m 2389 378 7`17 961 1192 975 1133 lw-r PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 I'V-81 PRESTRESSED 239 422 505 em 746 865 4W 1079 1429 182A 2277 2712 246 063 990 1237 1474 1715 1514* PRESTRESSED NYL NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 pi 164" RESTRESSED 224 367 464 574 684 m 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 ir4l PRESTRESSED N.R. NR NR NR NR NR NR ir4l PRESTRESSED N.R. 183 lr4l PRESTRESSED 187 326 385 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 1W-4" PRESTRESSED N. R. NR NR NR NR_ NR NR 19'-4" PRESTRESSED N. R. 148 PRESTRESSED 162 206 348 430 513 595 235 736 959 12DO 1467 1716 ISO 429 on am 950 1096 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-C PRESTRESSED 142 219 308 381 454 527 ISO 1 595 833 1038 1168 1468 142 373 , 537 690 815 943 27-W PRESTRESSED N.R. NR NR NR UR NR NR 2Z-0- PRESTRESSED N.R. 116 2ZO PRESTRESSED 137 228 290 359 42B 497 166 550 784 992 1203 1381 137 358 513 1 W9 779 9W 24'-W PRESTRESSED N.R. NR NR NR NR NR NR 24-W PRESTRESSED 1 N.R. 1 91 2,V-W PRESTRESSED " 245 302 300 418 129 450 654 824 InIA IIA7 124 319 455 581 1 687 793 - ALL VALUES TAKEN AS THE LESSER FROM *WE LOAD TABLES- BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUMr OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 '0� s I p i"i N " RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 -1 susDrv. & Lom ABBOTT PARK LOT #24 BLK #12 I PROJECT# 04181.000-24121 I MODFJ- 3EFB "2447-ROBIE" GAItAGE OWING: c LEFT PACE: SAFE LOAD TABLES 160 APH 4A . FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x I 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 N (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD. SIMPSON H10A OR LGT2 W 10d x I 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 MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS VERE 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 UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. 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 DRAWNGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36-177"'x 2 7/8" LONG, NTH WASHER @ 16"O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACMRER / ENGINEER NOTIES: 1 ROOF GIRDERS W1 UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W1 A M 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 15 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 S12E & BASE PLATE OR REMARK DESCRIPTION REINFOIRCEIMENT WD-1 4X6 (3 X.5 W) SYR HTT4 Wt 516'01A� (SIS31A) PT.. WOOD POST x S'EXP. BOLT WO-2 4X6 (3 SYP. HTT4 Wt 5/9'DIA (51S11A) PT , WOOD POST x 5" EXP. BOLT r— — — — — — — — — FIRE L - - - - - - - - - j X4" SUB-' FLOO:R�., X4 NAILER FOR DRAFT PRE-ENG. -v'-sTOP FLR. TRUSS -M- ELEV. VIEW PRE-ENG. FUR. JOISTS 3/4" PLYWOOD___- 4 DRAFT STOP ld PRE-ENG. FLR. JOISTS-p.41 2X4 NAILER FOR DRAFT 3/4" PLYW002� DRAFT STOP PIAN VIEW DRAFT STOP DETAILS APPLY DRAFTSTOPPING ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. FBCR 302.12 2x4WOOD WALL N SYP. NO.2 STUDS@ 12"O�C, V ". J-7 All j HJ3 V2X4 WOOD WALL N SYP. NO.2 STUDS @ il 12- O.C. 5 1�dj "A 2X4 WOOD WALL N SYP.NO.2STUDS. PLACE DBL STUDS UNDER EACH JOIST i Al I FJ4 M2 2X4 WOOD WALL W1 SYP. NO. 2 4 STI IDS P1 ACE —R3 DSL STUDS UNDER EACH JOIST 2x4 WOOD WALL W/ SYP. - NO.2 STUDS @ 12" O.C. - - — - — - — - — - SECURE HLrAX TO GHU)ER- W/ V110d . I 111T HGD.NAILS, CMU W/ (4) IW x 2 3W HJ4 0 Z FJ7 0 @ U) F.17 --FJ5 FJ5 FJS 7'i - -!�- - FIRST FLOOR FRAMING PLAN SCALE: 1/4"= I �� kJOIST SECURE 2X12 HDR TO CMUNHU410N(18) TITEN 2 SCREWS TO CMU & (10) 0. 148x3 NAILS TO HDR SECURE 2X12 HDR TO 2X8 HDR MSTA-18 N(14)0.I4V'x2l/2" NAILS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FA)L407-774,4078 www.abdesigngroup.com L AA #: 0003326 A iz 14 L4 I 9 -N Q! 0 x -M rg§UI31DIV. & LO N ABBOTT PARK LOT #24 BLK #12 PitoizcT# 04181.000-24121 MODET- 3EFB "2447-ROBIE" GAPtAGE SIWMG: LEFT PAGE: FIRST FLOOR FRAMING PLAN %160 MPH EXP. Cj ND A AR N �� L DATE: 06/14/21 8CAL.E: 1/4" = f-o" CT I S3 IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 21V' or-, SUBMIT SHOP "ROOFNVALLIFLOOR DRAWINGS FOR REVIEW SHEATHING A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH— AND APPROVAL FASTENER SCHEDULE' # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W110 10d TO 9) 10d X 1 �'NAILS TO TRUSS "ROOFNVALUFLOOR TRUSS AND (4) 114"x 2 1/4!' B42) SI MPSCIN HETAl 6 TRUSS ANCHOR WITH TRUSS AN�HOR WITH NOTE: A PT SYP #2 Z'x W', (12) 16d X I �'NAILS TO TRUSS SHEATHING (9) 10d), 1 NAILS T 6% 9'x R-0"MAY BE ADDED TITEN 2 ANCHORS TO TRUSS USSE IR S F H A E S T A F T E N N H E V A N R R AN-.R WITH T U - , DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE' GIRDER. PROVIDE 6' Wl 10d NAILS, 2 ROWS, 7' CONT POURED LINTEL I WN OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE OIC TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN, ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON GROER NOTE APTSYP#22'x4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS N BLVD BO J7 ((16) 1 Od x 3 �'NAILS TO GIRDER AND 6", F'x 4!.U'MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. R014ALD REAGAN BLVD TR.. CH-RS 2) SIMPSON HETA16 TRUSS ANCHORS Wl 10d NAILS, 2 ROWS, W CONNECTOR BLOCK WALL W/10 10d TO LONGWOOD, FL32750 WITH (12)16d x 3 �'NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 14' x 2 14" PH: 407-774�6078 ADDITIONAL PLY MAX. TO A") ,.p TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX- 407-7744078 lx2, a WOOD FASCIA A OMMODATE TRUSS PSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL I _ SEE ARC�HTTEWTURALd ACNCHOR REQUIREMENTS. WITH (4) J'X S'TITEN HD TO CMU AND (12) BIDS www.abdesigngroup.com x TO Zx D 1(3)16 2 AA #: 0003325 SECUI �'x 2 �'TO GIRDER GALV C ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SEC� TRUSSES 0 24�' O/C, 1.2, 2, WOOD FASCIA (2) �'x V* TITEN HD TO CMU AND (18) SDS J'x GALV. CONIM-1-MLS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL &'TO GIRDER 12,01C FOR REVIEW 2x SECURED WI(3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 1, x 5"TITEN HD TO CMU AND (18) SDS x 3' lx2 SECURED Wl 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE SOLID, fr'EACH WAY OF BOLTS SEE SCHEDULE NCHORS MIN. A ALLOWABLE UPLIFT U: 1810 LSS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY) 2" COVER & Z'APART B ALLOWABLE UPLIFT U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT 4725 LOS (2 PLY MIN.) I C ALLOWA13LE UPLIFT U 2705 UBS T2 PLY) C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR la lb lc TYPICAL ROOF SCALE: 3bf=I'-Y' Gix�)s GIRDER CONNECTOR(S) 2a 2b 2c Ss(i)GIRDER CONNECTOR(S) ff� MAX WIX4) V ORIU�MAXVM4) 314.'T & G SUBFLOOR GLUED AND SCREWEDASPERSCHEDULE Ix4 DIAGONAL BTM.CHORD all R BRACING,SEE PER ELEVATION 4L PLAN FOR LOCATION MAY NOT BE T 1 172 n-.- t"71 D—li—D f eAft I 'I.. PER ELEVATION 12 ---------- ----- \L PRE-N..-.1- LSTA1220GAUGE \��l 1-112 HDG COMMON NAILS. @ EACH END TOTAL OF 10 4500 6000 60 90 Boa THUMM 3W WOOD PANELS (2) ItZ' WOOD PANELS (2) 1/7' WOOD PANELS Z,UUMSER :T BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 NoZ SYP DIAG. Z,4 BLOCKING BETWEEN �3) `BRdAQ EA BRACE W/ (3 TRUSSES WHERE TRUSS (DIA( CE T: X-BRACING IS PRESENT AT COVER 5 TRUSSES) 44Y' O.C� (AT SHEATHING j� IA L -516'GYPSUMIIOARDOR117'HIGH STRENGTH CLG BOARD SECURE I -JOIST TO TOP PLATE LVUWOIST WITH 0--g- TO 39-9'(1) �W' BRACE B 30--l" TO W-0 (3) "X' 'ACE R (1) "X- BRACE 0 CENTER _SECURE Z, PT PLATE TO BLK W1 lr2'DIA. (2) 12d TOENAILS BACKER BLOCK .UALLY (2) W" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' lx4 BTM CHORD BRACING 6-WO/C END WALL OR OTHER FROM CENTER TO END. WASHER SET IN HIGH DOUBLE TOP PLATE M MAX, OR 2K4 ST CHORD BRACING END TYPE CONDITION, IF 2' OD FA CIA, STRENGTH EPDXY 6' 1 0,_a. OIC r I MAXSECURED W/ (2) 10d D P CTED SEE PLAN SEWEOR HTE�CTURAL MIN. EMBED. AT 37, 0C COMMON NAILS AT EACH CHORD MAX. 2X4 OR Z(6 WOOD BEARING INTERSECTION TYP PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 WALL W1 SYP No 2 STUDS SEE P.T. PLATE W1 12d's 9' PLANS FOR SPACING. SINGLE STIFFBACK (AS PER O.C� MAX SERIES SAOIERNIM BTM. PLATE TO BE PT� PROVIDE DOL TOP PLATE BTM. CHORD BRACING TRUSSENG) N CO T. a4 SECURED Wl 2 Ocrs EACH TRUSS TdCKNM 4500 314�'WOOD PANELS 60DO (2)) 1/2- WOOD PANELS E(2)) 60 12" WOOD PANELS 90 So . LU� a LUMBER r- HTT4 Wl 518" A.B. WITH r ( I - PROVIDE BLOCKING MIN. 7'EMBEDMENT TO BE INSTALLED@ T To , " 0 10'-U'O.C� MAX. 2­If2'NAI 'd x SLAB"('8)Ir 10 GYP. WL. BD. L. TO POST S POST TO SIT DIRECTLY S ESHEETS1.1AFOR PERPENDICULAR TO I -JOIST ON SLAB (2) 2X12 NAIL SIZE AND PATTERN SYP P T T8U R�T M 21r MAX. W 24MAX. W SEE SCHEDULE FOR A ING FRONT BOND BEAM REQ. TYP. f LE —ER SE G PLAN r T "O'ST wip- q1t f-END OF LEDGER BOARD �vl ,2)7_ (2)2Xl2SYPP.T.-i EXP BOLT LEDGER ARO TO J-BOLT OR TITEN BOLTS REAR W, 7. WAS J�� r,-"\I-JOIST CONNECTION @ L.B.W. r,--\LVLANOOD POST CONNECTIONS BE USED PERPEBNODICULAR HER 9 5 10 LEDGER BLOCK WALL W/ GABLE END WITH WOIST MIN. EMBED. (TYP) (NO UPLIFT) PARALLEL TO I -JOIST PRE-ENG'D TRUSS SCALE: 314"=l'-0*' (2) ZX8 TRUSWffiHTM 2� 2� KW, W 8'MAX E SYP. P.T. I-10ST SPACM FRONT LAN LEDGER SEE FRAMING P Y 'M END OF I PT TYP. 1 LEDGER /—NOTCH DEPTH 114�D BOARD ID I'll 9 HOLE EDGE >516' SYP P.T. -j P-4 - THE USE OF ALTERNATE MATERIALS MAY BE OLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR fU33DrV. de Xo011 ABBOTT PARK LOT #24 BLK #12 PROJECT# 1 04181.000-24121 IWDZU 3EFB "2447-ROBIE" GARAOE SIFMG: LEFT PAGE: DETAILS (I -JOIST) 160APH E)XPMP^ 215*D SGL. STUD BE USED PARALLEL TYPICAL LEDGER Uor-Lll OU LUNU /AZ) I rlt:Y UUNI-IJIKIVI I U I r1t: OUTER 113 OF TO I -JOIST FOLLOWNG SPAN ONLY 1. ENSURE THAT EXP. BOLTSIJ-SOLTSITITENS ARE PLACED INTO GROUTED CELLS, WAUL AROUND BOLT. 2, SPL CE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-a*. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS VHOLE EDGE '5ff' A - SIMPSON IUS1 81116 G 1 1400 LBS, U � 70 LBS Wl (2) 3/4'* WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALLIBOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4� EXP. BOLTSIJ-BOLTSfTITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6'01C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES B tUS2.37/16 G < 1400 LBS, U � 70 LBS W/ f2) 319" WEDGE-BOLTIJ-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND 2 2 -SIMPSON M EMBED (14) 10d GALV. CO MON NAILS To HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE il 17 2 C -SIMPSON MIU3.56/16G�2900 LBS, U 210LBSW/(4)3/4-WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10*1-10 GALV. NAJLS TO JOIST F OOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FL#1 724 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLTSLZE IMIKEW T HOLE DIAMETER D - SIMPSON HHUS7.25/10 G � 4140 UBS, U � 1610 LBS W/ (8) 314" WEDGE-BOLT/J-BOLT, 6' SUBJECT TO Fl AND F2 FORCES. P LATE < 3/5*D DBL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV NAILS TO JOIST FL#25749 I A DOUBLE SYP 2x8 1/4" 1 9- 124' O/C MAX. B _� DOUBLE SYP 2.12 1 (2) WIT' ITI 9 v ofc P I AX E-SllnlLll� j< 21.1 L=l L 11. AR FL#17241 A, FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4"x 6'TAPCONSW/ MINIMUM 3"EMBEDMENT PRINT '9 B, FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4'x 10"EXP. BOLT/J-BOLTITITEN BOLTS 06/14/21 W/5-1/7'MINIMUM EMBEDMENT DDATE: STUD NOTCHING WOOD LEDGER C FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALM 1/4" = f-0" AND BORING LIMITS �ATrACHME�NTDETMIL ALTERNATE MATERIALS 8*lEET SCALE 1 1/2"=T-0" SCALE 3"'=T-O' S3. 1A .10 SIMPSONH6W/ (8)8d COMMON NAILS 21 STUDS S MPSON H6 W/ (8) 8d EACH END I COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF OFSTUDS PLYWOOD FLOOR 'L SHEATHING It v I SIMPSON SPH41SPH6BTM. J I -JOIST LVLI PLATE STRAPS Wt 1 Od x 1 lrZ'HDG NAILS WALL FLOOR FRAMING, I -JOIST PARALLEL TO WALL AL C E: 3hf'=1'-9' #8 WOOD SCREWS x TLONG Q TO�C.: STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A &'CMU WALL REINF PER PLAN �'X TTAPCONS PER ELEVATION I -JOIST (SEE g FRAMING PLAN) PER ELEVATION 2X4 P,T. CEILING 24� MM. W/ NAILER 11 MASONRY NAILS 17. O.a 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL r-,-VO EXTERIOR WALL ownw, #8 WOOD SCREWS x ZLONG C TO.C.; STAGGERED OFF CENTERLINE 314" AS SHOWN R E I NFF'.CPMEUR WP LAALNL PER ELEVATION 0 , I FRAMING PLAN) PER ELEVATION (2) Z14 RT W1 '­DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. a 17, O.C. 1X2 FfRE-STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE: 31,V=1�0' PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO SAYS IV-TO.C. (AT 'D WOOD PRE-ENG SEE SCHED. BELOW ROOFTRUSS SHEATHING SEAMS) (BLOCK G IN TR SS U (TYP)024"O.C. F NOT SHOWN OR CLARITY) M AX 2X4 D�AGONAL BTM. CHORD PER ELEVATION BRAC NG. SEE PLAN FOR FOR STRAPPING LOC I AT ON VERIFY PRE-ENG ROOF TRUSS SECURE N6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 518" GYPSUM BOARD OR IrZ'HIGH W/ lrZ'DIA- ANCHOR BOLT W/ Z' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4X4/4XB SYP NO. 2 WASHER SET IN HIGH U � 990 UBS W/ (14) 10d SECURE TRUSS TO TOP PLATE Id (2) WOOD POST TO STRENGTH EPDXY 6'MIN, GALV NAILS. 16d TOENAILS SLAB.SEE EMBED. AT 37' OC MAX B-(2) SIMPSON MT612 DOUBLE TOP PLATE SCHEDULE SECURE GABLE To 218 P.T. U � 1420 Las W1 (14) 10d BELOW FOR PLATE W, 12d. 81, 0 C. MAX GALV. NAILS EAL STRAP 2X4 OR 2�6 WOOD BEARING CONNECTION WALL W1 SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. P RED BTM. PLATE TO BE PT LINTEL C RSE PROVIDE DBL. TOP PLATE 707 PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM I/Z'GYP. WL. BID. :0. AND TOP PLATE ANCHORS W/ RE ST. PLATE TO SLAB W/ 10d x 1 lr2'COMMON NAILS SECU — CONT SECURED W1 (2) 10d'� EACH 2`4 FILL ALL HOLES, DO NOT USE IrZ�Ag" WEDGE ANCHOR WIT WASHER SET IN HIGH STRENGTH TRUSSIWOOD POST CONNECTIONS JU TRUSS TO BE INSTALLED 0 1(r-g' D.C. MAX. 10d x a. EPDXY 5-1fTEMBED. MIN. 0 16' s8s OC MAX. SCALE 3/4--T-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU 4. TRUSS TO PM CONNECTION A- SIMPSON MTS-12 U � 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20U� 1310 UBSW/ (20)10dGALV, NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U 1 4565 UBS VGT TO TRUSS W1 (16) 1/4��TSDS, (1) 518!' AT.R. TO HDU4 AND (10) IM' X 2 117' SDS TO POST 2-0E TO SLAB CONNECTION .. - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6"EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5M DIP, x &'EXP. BOLT C _ SIMPSON HTT5 POST ON SLAB �U 4 565W/ 5Z' AS. WITH MIN. r' EMBEDMENT TO SLAB & (26) 16d x 2-;IZ'NAILS TO POST 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup com Ck ul ul 0 x L SUDDIV. & L,07-� ABBOTT PARK LOT #24 BLK #12 PROJWT# 04181.000-24121 W03DET- 3EFB "2447-ROBIE" GARAGE SWING: LEFT IPAGIM DETAILS (I -JOIST) %160-MPH EV. CJ DBL. TOP PLATE CONT. LAP TOP PLATE A MIN, OF 48r'--- AND NAIL Wl 16d COMMON 2X HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, IV' 0 C STM AND QUANTITY PROVIDE lx 26 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR IrZ'PLYWOOD INSTALLAT N. PROIADE IrZ' FILLER(S). NAIL ALL TOGETHER PLYWOODF'll I ERIS), NAIL Wl 16d COMMON NAILS, ALL TOGETHER Wl 16d 2-ROWS, 61 O.C. COMMON NAILS, 2-ROWS, 6' O.0 SHORT 2x STUDS BETWEEN HEADER A13OVE AND FRAMING DIRECTLY ABOVE (1) 2X6 FLAT TOE NAILED TO 314"DIA. x 8"MIN. EXPANSION--+.� W WINDOW JACK STUD 2x NAILED INTO BOLT 3X3 OVERSIZED IL INSIDE AND OUTSIDE PLY OF WASHERS PLACED 1&'O.C.,V MIN. CONC.EMBEDMENT SECTION XA FILLER BELOW W1 16d - Ar— - SLL A HE)8ffR_tAMNG COMMON NAILS, G'O.C. SHORT 2K STUDS 13ENFATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 10 PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING —j ALL TOGETHER AND ANY PLYWOOD SEAMS COMMON NAILSWIR160`WS, E7' W, (2) 16d TOE -NAILS, EACH 2,(HEADER SEE PLAN FOR ac. END SIZE AND 0 UANITY PROVIDE 11 WOOD FILLER(S) NAILS ALL TOGETHER Wl 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A Wt 10d x 1 1/2' O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPH8 TOP & BOTTOM MIN. TOP PLATE SPLICE STUD PLATE TIES W1 10d x 1 AND NAIL Wl 16d COMMON 11Z' . COMMON NAILS NAILS, 2-ROWS, 4!'O.C. IAT EACH STUD) FILL EVERY HOLE DO NOT USE 0 3" LONG NAILS BTM. MEMBER OF TOP — PLATE SPLICE MUST LSTA1 8 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 2x MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS Typ ONLY FL#17244 —(I) 2� FLATTOE NAIL TO JACK STUDS W/ (2) 16d NAILS EACH END SEE SCHED �OR # STUDS wj AEADER SEE SCHED — - FOR # FULL IHEIGHT 2x TUDS I Hl 4" 3X3 OVERSIZED WASHERS PLACED 1. 3Z MAX�, Typ 3T O/C 6'MIN CONC.EMSED. TYP I ..-. _ 16'MAK 16!'MAX. (3) 2X12 HEADER PROVIDE DBL. TOP PLATE 112- PLYWOOD FILLER(S) NAIL ALL TOGETHER W1 16d CONT. COMMON NAILS, 2-ROWS, 6" O.0 JIW7 2KIZe 2KIft 2as (5) 2. STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER Wl 16d NAILS, 3' O.C. LAP TOP PLATES AT CORNER, (4) a STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER Wl 16d NAILS, 3' 0 C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN — — HEADER SIZE (2) �N6 (3) Z6 (2) 2.L (3) 2.8 (2) WO (3)200 (2)2xl2 (3)Z(12 STWSWM@lr= 3=3pX=02ro.Q 0-2ft N 0 w a (2) 2X4 2 2X4 (2) 2X4 (3) 2A (3) 2x4 SEE PLAN SEEPLM BERM SPAN --F— KINGS SPAN KINGS 2X6 (2) Z(6 (2) 2X6 (2) M (2) 2X6 (2) 2X6 (2) 2X6 (3) 2X6 __ 3�4ft - 2 ft 3�4ft 1 2 0-2ft 3-4ft 1 2 2X4 Z�4 (2) �14 (2)214 (3) 20 T3)-94- -NFW 2MK6 a 2.6 ffla- (2) ZIL (2) 2XIS (2) 21t = 5-6ft 2x4 2X4 2X4 (2) 2X4 (2) 2X4 _U2 2X4 (2) Z(4 (2) Z(4 5 -6ft 3 5-6ft 2 ZS 2X6 Z16 Z16 11L (2) 2x6 (2) 2X6 (2)2.6 7�8ft 3 7-8ft 3 2X4 2X4 21:4 ZA (2) 2X4 (2) 2X4 (2) Z(4 — (2) 2X4 -9-loft 5 ft 9-12.- 3 q4 Z,6 wxb �m �N6 2X5 6 Z16 (2) 2X6 2X4 2A 2X4 ]F:�6�2 2 2X4 (2) 2X4 1 10-12ft 1 5 10�12ft 2X6 2.6 Zffi Z,6 !4 6� 2X6 2XIS 2X4 Z14 ZO I ZK4 1 2.4 (2) a4 (2).�b,4 2 2x 2.6 2X6 2XID I ZK6 I 2X6 E i — 2a,6 TYPICAL EXTERIOR WOOD FRAME WALL CO-NSTRUCTION DETAIL 16" MAX. ?r PROVIDE (3) STUDS 0 —NAILSTUDS —NAIL8TUD,9— CORNERS LAP TOP TOGETHER Wl TOGETHER Wl PLATE MEMBERS 12d @ 12' D.C. 12d @ 1Z' O.C� P LYWOOD SHEATHING SEE PROVIDE (3) STUDS @ PLYWOOD SHEATHIN "ROOFNVALLIFLOOR SHEAT HING CORNE LAP TOP SEE "ROOFANAL.FL, � �R FASTENER SCHEDULE" PLATIRS E MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFAAtALUFLCOR SHEATHING FASTENER SCHEDULE" J�q_ C2 JE!9- D PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS 16'MAX. 7r Cl PROVIDE (3) STUDS 0 EXTERIOR MASONRY /WOOD r,_-�GQNNECTIONS CORNERS LAP TO PLATE MEMBERPS PLACE 30# ROOF FELT BEHIND VERT. STUDS SO AS TO NAILSTUDS—/ SEPARATE WOOD AND TOGETHER Wt MASONRY/ CONCRETE (TYP.) 12d 0 12'O,C. 1.1.ILIIA��MIMPIIN TIEN 11Z'DIA SIMPSON T. IN TITEN BOLTS S'MINIMUM PLYWOOD HEATHING. SEE EMBEDMENT �MTOMGROUTED E M BEDMENT INTO GROUTED "ROOFNVALUFLSOOR SHEATHING CELL, 6- FROM ENDS AND CELL, 4' FROM ENDS AND FASTENER SCHEDULE* 16'0/C, VERTICALLY MAX 16, O'C' VERTICALLY MAX C3 STUDS ___*,--N TOGETHER Wl F 12d @ 17, 0 C SHEATHING ON INTER.OR OR A B EXTERIOROF WOOD WALL (1)2xTOBLOCKO Z14WALL—/ L- PLACE 30# ROOF FELT k7l)STOBLOCK3754— (2) 2x TO BLOCK ON 26 & 2<8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2XIS & 2X8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003326 14 0 0 x ABBOTT PARK LOT #24 BLK #12 3EFB "2447-ROBIE" �ARAGE SWING: LEFT pAor. DETAILS 17 JUVI I : D�Tj�' 06/14/21 SCAJ.JM t/4" = il-o" IIEZT S4. lAl U N. RONALD REAGAN BL LONGWOOD, FL. 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgngroup.com AA #*. 0003325 L4 t-w ul Ll 0 "T POOR a. Lo .4 ABBOTT PARK LOT #24 BLK #12 PROJECT# 1 04181.000-24121 MODEL. 3EFB "2447—ROBIE" GARAGE 81rMG: LEFT PAGE. SECOND FLOO DOWE PLA 160 MPH XP. C t SECOND FLOOR DOWEL PIAN SCALE: 1/4" = V-0" t-w ul Ll 0 "T POOR a. Lo .4 ABBOTT PARK LOT #24 BLK #12 PROJECT# 1 04181.000-24121 MODEL. 3EFB "2447—ROBIE" GARAGE 81rMG: LEFT PAGE. SECOND FLOO DOWE PLA 160 MPH XP. C t SECOND FLOOR DOWEL PIAN SCALE: 1/4" = V-0" 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) 1 Dd x 11/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W 1 Od x 1 112" 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF UNTELS 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 REVIEWAND APPROVAL. 10. PLACE 2X4 PT TO ALIGN V41TH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL VOTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P&;W,.177' 0 x 2 718"LONG, WITH WASHER @ 16"O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0-, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCFUFTION REMARK (2) 2X8 (2) ZX`12 BEAM SCHEDULE RRZaM INDICATES OPENING BELOW/T.O.B. =TOP OF BEAM/ B.O.L, =BOTTOM OF LINTELIT.O.A. =TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E E = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEME T STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 6131 MASONRY 3000 8xl6 *5 (i) ;5 NIA GROUTEDSOUb 13132 MASONRY 3000 W NIA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8&- _W 2 IT/oM/oB 9 GT SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FIL 32750 PH: 407-774-6078 FA)L 407-7744078 www.abdesigngroup.com L AA #: 0003325 A I AM W ul UZI 0 BUDDIV. ac LJ071 ABBOTT PMK 3 7 LOT #24 BLK #12 PROJECT# 04181.000-24121 MODEU 3EFB "2447—ROBIE" GARAGE 31FING: LEFT PACE: SECOND FLOOR LIFT BEAM PLA 1% �60 .)W* H E . ci 17 I SAW.- 06/14/21 SCALJC: 1/4" = f-o" SKEET S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAJLS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOODr. SIMPSON HIOA OR LGT2 W/ I Dd x I lr2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDUI E. 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 UNTELS. 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 ENGINEERS REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HiLT1 X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36,.177" * x 2 7/8" LONG, WITH WASHER @ 16" D.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 NOTEDOTHERWISE- TRIIJIISS MMUFAMIRIER / ENGINEER NOTES: I ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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 I ENGINEER IS RESPONS113LE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4� AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 9'FROM THE CENTER OF THE COLUMN. ADD SYP NO. 2 4'-0" LONG S TO BOTTOM CHOR( I Dd NAIL, 2 ROM, 3- ROOF FRAMING PLAN SCALE: 114" = I �0" SYP NO. 2 2X6 LONG SCAB IOTTOM CHORD W/ 4AL, 2 ROWS, 3"O.C. 441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup. om AA #,. 0003325 8 04 14 01 R; p I t. U) 0 0 IStMDrV. &9 LOT, ABBOTT PARK LOT #24 BLK #12 3P]MOJZCT# 1 04181.000-24121 MODMIL. 3EFB "2447-ROBIE" GAItAGE STFMO: LEFT PAGE: ROOF FRAMING PLAN 160 MPH N. Cj ""Ur4"r 06/14/21 DATE: SCAJ.JL, 1/4* = i'—o* SHEE'r I S6 Hp ROOF \AnND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 57.40 PSF (67.40) ZONE 3 65.80 PSF (7580) ZONE2e 65.80 PSF (75.80) ZONE3e 75.80 PSF (8580) ZONE2n 75 80 P (85 80) ZONE3r 90.80 PSF (1 GOAD) ZONE 2r 7510 PSF (85:80) "A"= 4'-0" END ZONE DISTANCE BASIC MIND SPEED: 160 MPH EXPOSURE CATEGORY: *C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: �1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37'STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37 STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1 Dd RING SHANK GUN NAILS04-OC EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS Wl IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK 2 IfZ' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Bd RING SHANK 2 316' 0. 1 �_3 Fjj�7_ SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/6' 0.113 F1667 SCREW-NALS RSRS-01 UK IKU� ----- — ------ ROOF SHFATHING � EXTERIOR SHEATHING USE 10 COX OR 7/16'O.S.B. PLY WITH Scl RING SHANK GUN NAILS AT 4" 0C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4�'O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'0,c. AT INTERMEDIATE SUPPORTS OR 7116- ZIP SHEATHING SYSTEM (INSTALLED PER MANUF SPECS.) SEE DETAIL. IV t$UILUINU LLNU I I - ROOF SHEATHING LAYOUT AND ENOWALL BRACING F.0R..GASLE END FRAMING NOITE: GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2X4 #2 SYP OUTTLOOKER RAFTER Wt BLOCKING 0 16'0,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 21 BLOCKING PER NAILING SCHEDULE ZONE I 10d NAILS 0 4" OIC. ON EDGE AND 6- 0,C, IN F ZONE2e 2n, 2r 1 DO NAILS C 4" O�C 0 E GE AND W' O.C. IN F;�� Zo 0 C� ON ED NE 3,3., 3, 1 Od NAILS @ 4" N DGE AND W'O.C. INFIELD NCIM'ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 R­­ — 0 � — T- � -I- E­ 6o w z z z 1-i - p mmmmm MmmormL I ommmmmull 11 SEE "ROOF SHEATHING ATTACHMENT' T,�BUE FOR FIELD S�PACING C#8'7' DECK SCREWS' @ 6"-g' O.C. MAX@ EOGES & 12' D.C. MM IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 31,f* T&G SUB -FLOOR DECKING GWED TO ALL EXPOSED MEMBERS GENERAL NOTES: 0 ALL AGGREGATE USED IN CONCRETE MALL CONFORM TO ASTM C3VC33M. LAXIMUMAGGREGATE SIZE SHALL BE 3W� STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOM: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE S%AIR BURA04ED CONCRETE DPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAVANGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE B ILDING CODE STANDARDS FBC-R 2020,7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CIAMRSIED 3f4* ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATE$, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PIKE NO. 2 OR BETTER. Fb = I 100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS40MU-16 SI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTIMFOU POLYETHYLENE VAPOR BARRIER MEMEIRME UNDER ALL SU%BS-ON­GFt0UND WHERE INDICATED ON ELASTICITY = 1,40ODOO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAM LAPPED 6 INCHES AND SEALEDWITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK- SHALL BE RATED TO RETENTION LEVELS OF 0 25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NALS, SPIKE, BOLTS USED EXCEPT VMERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE V14TH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020,7th EDITION. SEE NALING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID 13LOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP X2. IS COMPLETE IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE I N DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF HE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. TH S WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 0641AI 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP $HALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRuwES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED T-0- OC, EACH WAY. To BE DESIGNED AND FABRICATED IN ACCORDANCE VATH THE"NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, RERAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A"61A446M, GRADE A, AND $HALL BE HOT -DIPPED GALVANIZED. DESIGN LOAM: W1 THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THEACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REGAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTED-WDOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION' ROOF: LIVE LOA FLOOR: UVE LOAD 40 pf AND VERTICAL BARS SHALL LAP 6. BAR NO UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 puf TOP CHORD -non­nt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR - 36" WOOD TRUSSES. 10 Ad BTM CHORD ­­t #5 BAR 3(r 97 BAR - 47' SPLICES AROU— DOWEL LAYOUTS THE USEDAS PROVIDE 36'x 36'CORNER BARS, BOND SEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE RO F LOCATIONS V,4TH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE VATH ANSUASCE 7 88 1990. 5 Pf TOP CHORD 20 W TO CHORD 7 Pf WASPHALT SHINGLES) (10 psf w/ No GYPORETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURIER'S INSTRUCTIONS. 10p.fBT CHORD 5 pd STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST VAND UPLIFT: 10psf MIN IMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pf WALL TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL STAJRS LIVE LOAD 40 PST RUN REINFORCING BARS CONTINUOUSLY LAPPEC' AT AND CORNERS ROOF &FLOOR PROVIDED ON E PLANS ARE TO BE A GUIDE FORBEARING WIND, DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 746 (FBC R2020) EXPOSURE C, R18K CATEGORY 11) R INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. $ DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOAD : UNINHABITABLE ATTIC WITHOUT STORAGE: 10pd, UNINHABITABLE ATTIC WITH LIMITED LAYOUT. SPANS & ALL RUSS) HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALOONES (EXTERIOR, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40W, GUARDS AND HANDRAILS 200pst, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL V EHICLE GARAGES: 50pf, ROOMS OTHER THAN SLEEPING ROOM: 40pf, SLEEPING ROOMS: 30pd, STAIRS. P ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40p.f MASONRY' PROVIDE LAN HOWING COMPONENT LAYOUT SHOP DRAWINGS SHALL BE SIGNED AND SEALED By A FLOIl._ MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REWIEW, "SPECIFICATION MASONRY STRUCTURES- JMS 402, BUILDING CODE REQUIREMENTS FOR =RY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNNG INTENT STIR `CTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), A ISHED By LM CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE VATH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHAUL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALLSHOPDRAN GS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. = 2000 PSI. BLOCK SHAUL BE P LACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAVANGS SUBMITTED WIT UT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM R NNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACINGCONC ETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY W WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAVMNGS CHECKED, UNLESS OTHERIAILSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX $HALL HAVE A MAXIMUM 3M" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO IT. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDAMON/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN AL LE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE'M"OR'S'MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE P AND MIXED AS OUTLINED UNDER ASTM C-Z70. HORIZONTAL AND VERTICAL MORTAR JOINTS LA EXCAVATIONSANDS B SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF: THE S��LLOBRETIO ,,�ED 'THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1 557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.5 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRAC SALL SUBMFT PROPOSED MIX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE NX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5� -q- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94CM OR MEASLIRING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TWE­STAMPW WHEN CONCRETE IS aATCHED. THE MAXIMUM TIME ALLOWED FROM WFEN WATER IS ADDED TO THE MD(UNTIL IT IS DEPOSITED IN ITS FINAL POSMON SAUL NOT EXCEED 90 MNLffES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES. THE CONCRETE SHALL NOT BE PLACED. IT SHAUL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): a. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER I IWFORMANDSM&ULE I : FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR UABS, WALLS AND JOISTS 1-102'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.O. STRUCTURALSTEEL- THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTON OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M Fy = 38 ku FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A50OIA506M, GRADE 8, Fy - 46 kt. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S, Fy 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS V14TH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE URN-OFF-THE-NUTMETHOD. ALL ANCHOR 13OLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WNDOW AND DOOR BUCK FASTENERS FASTENER R­ —E-- T. T—F.=' —11 1 T.. N10-1— E__ E— MA-== T�_ ..N—T N I —El � 1"EN1 ­E­ CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS .—T.sm— v)­ EM—, El -N z�. I.TE.. apT — -P-2- 0- NOTES 1. STAPLES SHALL 140T BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS. WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I 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 INCA OR THE SPACING DETAILED ABOVE 6�,=ND DOOR BUCKS SHALL BE AS WIDE OR VIADER AS THE DOOR OR VIANDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR NTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND ARE SECURED W TAPGONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FIL 32760 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com L AA #,. 0003325 F Z-0 BUDDIV. a XZT.4 ABBOTT PARK LOT #24 BLK #12 pptojlccT# 04181.000-24121 MODE1.4 3EFB "2447-ROBIE" GARAGE 81rMG: LEFT PAGE: DETAILS 160 MPH EA C © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CW MAX. DETAIL A FASCIA 7D STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED aD- 12" O.C. MAX (INTO QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 ,rSTAPLES INSTALLED D 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. }" MAX-01b-- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT—�I Q J-CHANNEL-/ 1'1CTA 11 C J-l�fl/-11 V 1 V CL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. 1X2 WOOD BATTEN 11 ��OFFIT(D �J-CHANNELQ DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO rTRUSS/JOI BY OTHER EXCEED 24" O.C. INTO / 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 01 X2 WOOD BATTEN /-2X2 WOOD BATTEN 0 Q S NSTALLATION SCREW, BATTEN A17 HMENT Q FASTENER SPACED 24" 90 MAX O.C. _..--STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) -CONCRETE/CMU OR WOOD (NOTE 1) PAN 'L' ZZ SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD VA (NOTE:1) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL- f, DETAIL C J-CHANNEL 2-1/4" V-INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Q 4 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 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. 13,519 .375 • ? .4 3.625 3.625 66 5 08 .0 12�gA DETAIL A f 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com 64 AA ii: 0003325 y o � h o C ® C pp C r W W 0 2 L J SvaDIV. do LiOT ABBOTT PARK LOT #24 BLK #12 PROJECT# 04181.000-24121 MODEX. 3EFB "2447-ROBIE" GARAGE 81117NG: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C 17 SCALE: 1/4" = 1'-0' BIi MET SDI 60 2 E . t $vl n4Dr- 4