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HomeMy WebLinkAbout7543 Broad Pointe Dr99 0015043EABALLEX99 HOMES CX Pti 12602 TELECOM C)RIVE, TAMPA, FL 33637 - Tal: (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS Ram Sum= Co. UM„ t20M, -AM LOM � STATE CODES -OCCUPANCY -RESIDENTIAL, GROUP R3 -coN3lRucTloN TYPE - YB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - vult=160 MPH Vasd=124 MPH :1-STORY - C .2-rom�r RESIDENNCCEE - MAR HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ALT AMP. BD. CL CLG. CLR. CONC. CPT. CT D DBL. D.G. Dw. DIM DISP. DR DR. D.S. DW EA. EA. ELEV. EQ ABOVE AIR CONDITIONING ADJUSTABLE BOARD BOARD CENTER LINE CEILINGCABINET CLEARO.C. CONCRETE CARPET DRRAMICTLR DRYER DUAL G DUAL GLAZED DIAMETER DIMENSION DISPOSAL DOOOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL XHAUST LAV. LUM. MC. MIN. MT. MTD. MT S PL PB. PH. PLY P PR_ P,7. R RAD. REF° RM. R.O S.C. S.D SH. SHT. LAVATORY LUMINOUS MMAAINUFFAACCTURRER MINIMUM METAL THRESHOLD MOUNTED MOT SCALE ON CENTER PROPERTY LINE, PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIGERATOR ROOM SOLID CORE OPENING SOLID SMOKE DETECTOR SINGLE HUNG SHEET DATE DESCRIPTION ��� GONSTRUCTfON DOCUMENTS ISSUED ARCHITECTURAL SHEET DESCRIPTION OJAI/19 PLAN MAINTENANCE PG CS —COVER SHEET PG GN - GENERAL NOTES PG AI -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS 03/Je+18 REVISED LINTEL SIZE •ENTRY IXfIiUFi ADDED LED LIGFITB TO IGTCHEN > BATHROOMS PER MAW oouEs jo� ADDED WD LAYOUT I®/ISd18 ADDED OPT. W-V CEILMG HEIGHT vwM fQEPLACEUSPCcNNECTORSUTHSti-SONG 4NECTORS 04/13/!O OPT. B'-a' CLG. FKsT.- REVISE ARCHLLWY HEK�HTS ®VOI/JI ioi®FBG UPDATE 03/034I ADDED SOFFIT DETAILS -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA r SQ•FT• CALC. S LIVING IP04 SQ.FT. GARAGE 3W SGi. FT. ENTRY 31 80. FT. AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. L"I 86 50. FT. rorAL zm0 sca. Fr. E"` F.I;/FX. F.G. FIN. FLR FLUOR EXTERIOR FnEnGLASS FURL GAS FINISH FLOOR FLUORESCENT SHWR Sim. SL. SL. GL. STD. SWS H W� SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 O DR FRENCH TEMP. E fPPERNEDGLASs PG WA5-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 Fax: (407) 774-4078 GAR.DISP G.F.I. GL. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS G IOC. TO.P. T.O.S. TYP. TO THICK TOPOFPLATE TAB TYPICALYPICAL PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG S1.lA—DETAILS PG S1.1B-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES GYPSUMU.N.O. UNLESS NOTED GYP BD, HOSE H. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF MR HEADER W. WASHER TH INSULOR� INSULATION WD. WOOD ur. INTERIOR W/H WWIN�ATERHEATER W.I. WROUGHTIRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN CLARIFICATION. PG S3.IA-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.113-DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SNl -DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF PG SDI -SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. -IN ' 1N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 1 WW 3 14 atmDly. ac 'L"07,1 ABBOTT PARK LOT# 19 BLK. 11 PROJECT 04181.000-19111 MODEL. 3EAB "1504-ALLEX" GARAGE B wn4G- LEFT PAGE: COVER SHEET %160 MPH EXP. C Ti as NO F-PnINTDAPE.• 05/24/21 aCALM: 1/4"=1'-0" 814MMT c s GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7Ih EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. sREyym 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REWIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMEDAND 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1"MIN RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN F INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE R AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLL MBINO i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH %' 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. EXTERIOR WALL COVERNGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHER 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112" 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-CID63-198 & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEI LMN 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATNNi CONSTRUCTION OBSERVATION SERVICES I 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/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFIT$ 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) Il N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslingroup.com AA #: 0003325 V avHaty ae LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 04181.000-19111 moaEr1 3EAB "1504- ALLEX" GARAGE alli'mc : LEFT PAGE: GENERAL NOTES 160 MPH EXP C +/-15'-10' BLDG. W.T. _ DECORATIVE LOUVER 4' FRIEZE BAND ITYP.)� b' TRI BOARD ITYPa b' RAISED BAND 12 z I � 5l�fl� FRONT ELEVATION-C SCALE: 1/4 . I'-0' TEXTURED FINISH S'-0' BRG. I'-tZ - I I I I I 48 Iley I I I I I I I I 0'-0' FIN. FLR, OFF RIDGE T SHINGLE ROOF 4' PRIEZE BAND LAP SIDING AS SPECIFIED ITYP -0' BR3. HST. -4' RAISED BAND (TYP.) -4' RAISED BAND (TYP.) >'-V FIN. FLR OFF RIDGE T S'-0' BRIG. HGT., 0'-0' FIN. FLR 1j / <OFF RIDGE T b AREAOFATTIC = 2232 SCL FT. NETFREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA = 2232/300 = 7A4 = 1071.36 SQ. IN, MIN. REQUIRED VENTILATION IN UPPER = .5 X 1071.36 PORTION OF ATTIC = 535.69 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS( OFF RIDGEVENTIIATION AREA = 115 SQ, IN. PERVENT TOTAL#OFVENTS REQUIRED = L65809 TOTALMOFVENTS PROVIDED = 5 d@l Li �-i I i "ILS I NEE Iml NINE REAR ELEVATION-C SCALE: 1/4 • I'-0' TEXTURED FINISH BAG. HST. I I 4B I I I 1 I I I ---------------- __________________-_-_..I_ —,L0 0� LEFT ELEVATION-C SCALE: 114 . I'-0' TEXTURED FINISH 12 ::::16 OFF RIDGE VENT OFF RIDGE VENT oa'-0' BRG. W.T. FIE-11 LJILJI El —_ --- __—_—_-------_---_-----_—_0-0 RIGHT ELEVATION-C SCALE. 1/4 • P-0' TEXTURED FINISH - 0'-0 FIN. FLR. &LOUVER DETAIL A SCALE. 1/2 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA M: 0003325 J 6 BtMDIV. Ae LOT ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 04181.000-19111 MODEM 3EAB "1504- ALLEX" GARAGE 8WING: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C 1 DRnn AB.. 05/24/21 SCALE: 1/4"=l'-0" S HI CET A2C ELECTRICAL LEGEND SYME50L DEFINITION NOTES --e 125Y OUTLET 20 AMP arms POLE IIOV OUTLET IIOV OUTLET a -- TO STCHIeW— GPI IOUTLET 1ND U A PALL T NTM (TAMPER 106M AMr TYPE) 22Ov OUTLET (4) BAN CONECTaN Ilr GH EXr. WATMW410M gnLET aRDUO FAULT NIER61P11R SWTC14 SUSTP"H S-WAY OPM $4 SWITCH 4-WAY OF-M WALL roouNTeD LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR ©VP Pl1oOF LMWIT O VIA, VAPOR mwm LOW OIEQSSED CAN eVER. PAN ICFM PER 01 PT. VENT. FAN YULIGHT 1 U17M PER a6 P. Y FNRRE (aFEc's rsD sY ® T 2-RILD IlIR4,l• ARO ►O (�L ) 7-SILLD YMEAP • LL ISIIIPACE FNTJ� � r q.11t7REaCmNf 4' FLUCOMISCANi 4' TRACK LIGHT' 0 PANEL sib METER • 8D. arloWta IxncraR YTf_ e4ec.,,r uILNS®SI� r.�'1 WALL MOUNTED SATr. emc.uP 1=J glam DETECTOR yyJ yeUSSarl��RAac.uP Ilv SMALL SE A DISTANCE SMALL S A OWT CT NOT LEa6 TN0/ 4' PFWM WALL ' PEDANT LMHT L1� NATURAL GM 00- TMA-A NK JACK WATER WMATER WATCH fiaLrom LAM DISCONOCT AIR CONDITIONING OA AW ON ' DMCONECT TMJVMION JACK CE eGa11RCRTfD N OJ-EOx AtXOTCMNQ ev BOX MAR® AS NICK FOR MNILgNT OR® NCEILING eV Salt eaCN TloleAQ= M DEaQNTSTRIPEaGG^STRIP nMnnon AAn 4a• NOANDESOeR Li" STR P F1.00D LIGHT OPT. aecut"T KEYPAD • PA M"-BUTTON FOR CRM/S Use FORT • LOCATION OF 77JAcK* 4 PHONE OUTLETS 4 FANG TO BE VERIFIED r HOM IUMNER PIE -CONSTRICTION MEETM • ALL 0 A 20 AMP BRANCH CIRCUITS TO BE ARC PAILT PROTECTED rem ELECTRICAL PROVMIONS OF PHOR • 20 AMP ONDICATEDLA1NDRf ORCWT. • GPI • ISLAND (NOT ON KrTCHSN CIRCUIT) • DISWIASIER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM 9>04 WT FAN TO NAVE MN. CAPACITY OF ao OPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MBOI! • LAUNDRY ROOM RECEFrACLE S .L 10 GRO►C FAULT CIROST-INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WRING METWOD SMALL BE NON METALLIC CABLE MR aECTRICAL PROVISIONS OF POM RN ED (211001 • ALL BOW TO COOLY WITH ELECTRICAL PROVO" OF TIE FEK2e 1TN STD (2O2C2 BY EUN OEM AND �ICIta40Y) 2E2e. 1eN EDITION M4641 SO AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND SETALLATIONS SMALL COMPLY IRTH ELECTRICAL PROVISIONS OF THE FIRM 1TH EDITION r20201 LOCAL CODES, AND ALL LOCAL POLLER COMPANY REOIOIMRNTS. B. ALL COOUCTORS SHALL BE TYPE TMMNfn M UNLESS NOTED OTNERUNNL POWER COMPA TRANSFORMER PROVIDE 50 AMP, 1204140 VOLT, 1 PHASE SECONDARu. ELECTRICAL SERVICE. PROVIDE 8 1 COPPER (CU) IN 1.14" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 4/0 ALYIMJI (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. / I L I I I LED LIGHTING ® SINGLE LAV. BATH °2 PROVIDE 302M CU, THWN . w CU IN 2• CONDUIT OR 8 A4/O AL, TWUN . FS CU IN 2' CONDUIT OR 2AV AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT A OVERNANaJ COMBINATION SERVICE I B0 AMIF DISCONNECT SWITCH AND 120440 V( M ELECTRIC METER IN I MAO NEMA Sit ENCLOSURE PANEL ROMP TELERUONE SERVICE CABLE TELEVISION ENTRANCE SERVICE MOMANCI EQ)IM NT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LCW VOLTAGE CONNECTIONS 1 V CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1THI eomaN r20201 S/Y' DIA X S FT LONG COPPER CLAD GROUND ROD I L L I I I LED LIGHTING @ DOUBLE LAV. BATH 01 PANEL: A PANEL: 42 cR breakor VOLTAGE: 120124OV-1Ph MAN: 150 ArIp M.L.O. FEEDER 3-#210 Cu TH AN & 1-#6 Cu (G) in 7' C. OR 3 #4/0 AL TFMON & 1- #a Cu (G) in 7' C. ml Pa. ea D moron wmb O'wt prod, Wr,e Nw,ipaan fib Pas W. 012 1 m Smr APph— 1500 1 2 a000. _ P—s. •-•—_ 50 2 sa 012 1 m WAaMM I Hood I= 3 4 N2 1 20 Snlr Appllasw 1500 5 a 4500 Wrr Herr m 2 .0 012 1 20 Renpeiv '600 1 8 012 1 M Dft RwpWm AFO 15W a 10 I= Deposal an m 1 .2 012 1 21 Bee• DFI RSWt•dee 120 11 12 15m Dsheaaher GR 21 1 012 M4 t /6 Foyer/Hr SW 13 14 5000 Dryer w 2 010 014 1 16 (Aar Roan ) UUW / Lenr AFD m 15 #14 1 15 Kaehm UAt,I Pasry/Dap AFG m /7 18 I= W..I-GFI 21 1 #12 BI4 1 15 Bad G2/LeuIRy AFCI 1200 1a m 1000 Gape Do° Opmer GFl P 1 412 I014 1 15 IWf3/8rh42AFC1 aW 21 22 1270 Ompe/ Ereda Use Reoegs. AFO m _ 1 012 Space 23 N sw B MISMAFCI 15 1 N4 25 28 m _ EIW i1/ W.I.C. AFC 15 / 014 2) 28 2a 30 31 32 33 31 36 39 e 37 sa 2 0 AICa I (Hsrer 10 KYA r 89% 96a0 7S 41 /0 42 4400 N.C. NC C.U:1 40 1 R Laid subjeel to dmmd ado credalims I Hne MI00 L%d nNat to Amend actor orwlAiona /lore Demand Faclr Calulpbns: ABBREVIATIONS: APO: 1E ARCFAULTCROJMNRAUPTER NC: NJNCONCIOENT LMD SIR: OROI.NO FAULT NMRRUPTER Tdr lead edNed to demand ado s35b3 ' 000er, Flro t0er I(M In= girls A 40% 1 17400 Tdr A/C toad LOAD CALCULATION 18 BASED ON AtC NOWCOINCIDENT LOAD Tar Cgme Load Wads 2D14a Tagil Amps (girls 1240 wlte) MN.4 Genami LrhBnS S Receptacle Loral Oda acs •Far � q Gann Ua 8 Rae 3 W / Sq. R. 4512 "+d. IS at 65WILiaht at 100% 1235 G." 5747 CI45# Tell Vass 0enwr ue a Rep Penal A 10 57 5747 PANTRY I ENTRY I I I LANAI OUTLET FOR I i I FOYER Ewl r DISHWASHER LIM ROOM j I � I _ y CEILING MTD. LIGHT TO DE 1 / PRE -WILD CLG FAN r- P• L - \- L DIlVMGROOM ¢ INSTALLED, PROVIDE 1 - - --- J-DOX FOR OPT. RAN , O FOR '- -' I i L e ARAGE,-, I GJ5. \ El TV L ��I _ ` - i DOOR TV ---------- GFl O_ GPI_ i _ BATH#2 \ SZX GFi G GARAGE �� 1j, � - � BEDROOM #1 �r lvilw TIC,S BEDROOM #2 GFI i L =0j )--t L L SD� BEDROOME - �. I I TEXTURE WALL MOUNTED LIGHT W/SWITCH IN I \t 1 PRE -WIRED"' CLG FAN 1 `\7 - ATTIC I PRE -WIRED PRE -WIRED ATH #1) I CLG FAN CLG FAN I / I I IRRIGATION I MAY r OUTLET • 46' qp VP I I PANEL AFF. GFI all OPT. OPT. METER COACH LIGHT FIELD HD VERIFY LOG ELECTRICAL PLAN SCALE: 1/4 a I'-0' 1441 N. RONALD REAGAN BLVD.I, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M 0003325 �i Y V atromv. et: r oT ABBOTT PARK LOT# 19 BLK. 11 PROJECT* 04181.000-19111 MODELS 3EAB "1504- ALLE)(1 GARAGE OWING: LEFT PAGE: ELECTRICAL PLAN %160 MPH E C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MM REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R•6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS 4 MASTIC, AND INSTALLED AS PER FBC "ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES STALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, &HALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. 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 I"PG. RECOMMENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIRUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR PEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRASS PLUG "1— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL 15RAW TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYPN) COUNTERSUNK CA. PLUG SEE SPEC. I'-S'XS' CONC. FIN. GRADE OR PAVING FITTING OR O D EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK. — BROKEN LINE. RETURN TRA1K 1 BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THM AIR GRILL ATTIC AIR SUPPLY—'I� AIR EVAP. TRAY ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC.— CONDENSER W/ (2)-3/*'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) 'SXI I/4' SHT. MTL. SCREWS REFRIGERANT LINES CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD 1 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB NOTE' MAIN COND.12DRAM 1 OVER HEAD � Q'FROM STRUCTURE p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS MECHANICAL PLAN SCALE. 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-7744078 www.abdealgngroup.com AA is 0003326 A r N �ta w 0 W stmDIV. Ae LOT. ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 04181.000-19111 MODEU 3EAB "1504- ALLEX" GARAGE 8WnM: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C 1 1A, SCALE: 1/4"=1'-0" sHr.1" —` M1 2X4 TOP PLATE ESFt -T- PLAN OARD PRE-FAB TRUSS 1/2' CLG. B 1/2' DRYWALL THY SECURE BT. - PLATE TO SLA15 W/ 10d MASONRY NAIL • 32' OrO. MAX FIN FLR 2X4 WOOD STUDS 024' Or_ BLAB TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. MTYP. INT. WALL NON-BRG. �1 SCALE. 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905J.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS/ - MTL. DRIP EDGE J/, 2x FASCIA PER1-0 ELEVATIONS TYP. O.H. VENTED SOFFIT I I I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY )5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 1/2' DRYW ALL3/8' TOP CHANNEL (25 GAJ IR' DRYWALL 3 5/8' OR 5 3/8' MESTUDS 24' O.C. 20 GA ME5' DIA. SLEEVE, INSTALLED DO NOT CUT RECEIVING UPPER/ LOWER 3 5/8' OR S REBAR 3/8 CABINETS AND TUB/BHOWER 25 ' BOTTOM GA, METAL TO BE INSTALLED 3/8' 00L PIPE IN ALL OTHER WALLS. STUDS C+IGA.) SECURED TO BE SPACED 16' Ora AT 2ND G)TO SECONC BOND BEAM DO NOT GUT FLOOR WALLS D IDAT14R TO FLOOR W/ 3/4' SOLID GROUT THE BOND STAIR WELLS AND DATHROOM WALLS W/ TILE FINISH PAP 4 TO WOOD FLOOR w/ (u- 5 BEAM _ W 1/4' WOOD (2) COURSE REBARS WOOD BASEBOARD- SCREW -- FINISH FLOOR 1-STORY TYP. INT. WALL 2A PIPE THROUGH BOND BEAM 1A METAL STUDS (NON-BRG.) Dl SCALE:3/4'.I'-0' D1 SCALE, 3/4'•1'.0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. BD. - WOOD BABE — 0'-0' FIN. FLR _ULZ 4 4. /1 W/ WINDOW OPENING ti FIBERGLASS 844NOLES WITH UNDERLAYMENT AS PER PBCR 805.1.1. ROOF SHEATHING THICKNESS AS PER 81-EET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS n ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 '1TH EDITION, SECTION R301.13 AND 160Sal B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (K)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE: 3/4'-F-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON] PRE-ENG. GABLE TRUSS VEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRrI 8' CMU M PM OM LW W. �2B-'%GAS LINE THRU BLOCK in, THICK 2 COAT - Pown-mv CEFpIT PLA*Mt APPLIED Volom LT TO MAe017lY APPROVAL REQ COPIER CLAD • V CPU YE aT1UCiWiAL ►aR Is�+nlace'e+ir 2.6 P.T. 40 ATTACMD TO PILL CELL. Aa PER P �ODYCT APFICVAL NE0. BMAAC R IWO 1441 N. RONALD REAGAN BL WA"R STRIP LONGWOOD, FL32760 ITCI6D90 ALLAMM PH: 407-7748078 Doom n wPT� FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 3 GARAGE DOOR JAMBS D1 SCALE: I1/2'■1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR WS.U. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFMACK AT ALL UPRKd-ITS PER STRUCTURAL DETAILS MTL. DRIP EDGE AX '—PRE-ENG WD. TRUSS AX 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION L FASTENER SCHEDULE 5/8' GYPSUM OARD OR 1/2' ON SHEET 8N1. B HIGH STRENGTH CLG. BOARD PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. ILL. BD. CI u WOOD BASE 0'-0' FIN. FLR " •. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 ° 4 ITH EDITION, SECTION R301.13 AND 1605.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r-5-�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. i g 4 k V C o W 00 aunDm a LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT* 04181.000-19111 UoDEL: 3EAB "1504- ALLEX" GARAGE 8VnNG: LEFT PAGE: DETAILS 160 MPH EXP. C F—pRurrDAPE: 05/24/21 SCALE: 1/4"=1'-0" 8*MMT D1 1G8. 2X6 P.T. • CENTER OF DOOR HEADER DEGJRED w (U V2' X S' J-BOLT W/ 4• MIN. EI'IOEOMENT IV 2' X 2' X V6' WAGNER 4 NUT OR W/ (2) V2' X 8' ANCHOR BOLT6 V8' WA&WER 4 NJT ° 2.4 TO ELK WV ° 114. TAPCON6 ° ° I O' EMBED. 0' or_ 4' END DIET, I V)' COKE 0167. ° I� DO GGEARADOOR DUCK SECUREDWV (I) IWX 8' J-BOLT OR ANCHORBOLTS, WV 4' MI. EMBEDMENT, UV 2- X 2' XV8' WASHER 4 NUT. (1) WITHIN8' OF TOP, (1) WITHIN 8. OF THE BTM, I (!)EVLY SPACED.° EN 16 ID NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MAMPAOTWER'S INSTALLATION N6TRUCTION6 ULIERE BIICN M6TRIJCTIaNM ANN MCI 6T4aNf.EM GARAGE DOOR M BUCK ATTACHMENT D2 eau, —." M4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1.114' INTO OLD= WV 3/161 TAPCONS MIN. 6HANK SIZE .N5 MIN. HEAD SIZE 3" MIN EMBEDMENT 1.1/4' WITHIN 8' OF EACH END 4 IVOr— MAX SPACIG NOTE, SHIM AS NEEDED TO FUME, JAMB (DO NOT EXCEED VW) S' cm 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAM IS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3/4' OR +5/4" owa 011 TO BLOCK +3/4" OR +5/4" 2XM = OEO M TO BLOCK WV 3/16' TAPCONS MIL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 V4•) WITHIN 8' OF EACH END 4 w O)C. MAX SPACING. 2X6. INIC SECURE TO BLOCK WK2)3/K'TAPC" (MIN. SHANK SIZE 14D MIN. HEAD SIZE JAM MI. EMBEDMENT 1 1/4') 8, CMu WITHN 8. OF EACH END 4 w' O.G MAX SPACING. oel -2' DRYWALL 2X& ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCCN6 DOOR CAGING MN. SWANK SIZE MN. HEAD 81. 300J46 MIN. EMBEDMENT I V49 WITHIN 8. OF EACH END 4 N' OG. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" �� T/ TO BLOCK +1 1/2" 2X4, = SECURE TO BLOCK W/ 3/WTAPCONS (MIN. SHANK SIZE 14D MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1149 WITHIN 8' OF EACH END 4 W Or— MAX SPACNG. 2X6, m SECURE TO BLOCK W(2) SAS' TAPCONS (MIN. DFUUK SIZE J45 MIL HEAD SIZE 300 MN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' Cm 4 IS' O.C. MAX SPACING. W' DRYWALL 2X8, ❑ SECURE TO FLOCK PX4' WK2) 3/16' TAPOONS P.T. NAILER MIN. GWANK SIZE J45 lA6' O.SA. X 4' MIL MIN. HEAD SIZE 300 MIL lhBEDM=NT 1 1/4.1 DOOR CASIG WITHIN 6' OP EACH END 4 IS' Or— MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAIL& NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLACK +1 15/15" �11LINDOTf TO BLOCK +1 15/18" 2X4, _ SECURE TO BLOCK W/ 3/16' TAPGONS (MIN. 84" SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W O.C. MAX SPACING. NOTE, STRIICTURAL 2X MAT BE 2X6, ® ON OUTSIDE 4 SECINED SECURE TO BLOCK THROUGH NON-STMJCTURAL WK21 9/II,' TAPOCK 3116E TAPCON MIL 1-V4' (MIN. SHANK SIZE .145 EM BEDMIENT INTO BLOCK MIN. HEM SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CM 4 W O.C. MAX SPACING. IRE DRYWALL CMElSECURE SEC TO CLOCK PX4' WK2) !/K' TAPCONS P.T. NAILER (MIN. SWANK SIZE .140 DOOR CASING MIN. HEAD 612E 300 MI. EMBEDMENT 1 1/4') WITHIN 8' OP EACH END 4 18. O.C. MAX 6PACN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURS DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1614') DOOR JAMB TO BLOCK +2 1/4" nLi1NDOL/ TO BLOCK +2 1/4' 2X4, = 2X4, _ SECURE TO BLOCK SECURE TO BLOCK WV U"A6' TAPCONS MIN. 1/4' TAPCONS (MIL SWANK SIZE J45 MI. SHANK SIZE 146 MIN. HEAD SIZE 3" HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIL EM WPIMENT 1 114') WITHIN 8' OF EACH WITHIN 8. OF EACH END 4 IS' OG. MAX END 4 W OG. MAX 6PACIN& SPACING. 2X6, m 2X6, m SECURE TO BLOCK SECURE TO BLOCK WV(2) SAW TAMCON6 WIM'2) V4' TAPCONS (MIN. (MIN, SHANK SIZE J45 SHANK SIZE AD MIN. MIN HEAD SIZE 3" HEAD SIZE 3" MIL MN. EMBEDMENT 1 V41) EMBEDMENT 1 1149 WITHIN 8' OF EACH END a' cm WITHIN 8. OF EACH END 4 is,O.C. MAX SPACING. I/2' DRYWALL 4 IS' O.C. MAX SPACING. 7XM ® 7XM SECURE TO BLOCK I'X4' SECURE TO BLOCK W/(2) !AW TAPCCNS P.T. NAILER WK2) 1/4' TAPGONS (MIN. SHANK SIZE J45 DOOR CASING (MIN. SWANK SIZE la MIN. HEAD SIZE "IS MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') MIL EMBEDMENT 1 V4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 10' O.C. MAX 4 D' O.C. MAX SPACING. DOOR JAMB optWINDOW 6PACING. ATTACH TO 2X PER MMIPACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUME JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +3" wtvmnw •rn Nrnex +±H" 2X4, _ SECURE TO BLOCK W/ 3A6' TAPOONB (MIL SWANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 18' OG. MAX SPACE NOTE, STRUCTURAL 2X MAST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 111,12) 3/I6' TAPCONS 3~ TAPCON MK 1-114- MM. SHANK SINE J45 EMIBEDI'ENT INTO BLOCK MIN. HEAD SIZE 300 MIL EMBEDMENT 1 V49 8' cmWITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 1/2' DRYWALL 2X86 12® SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPGONS DOOR CASING MIN. SHANK SIZE .H45 MIN. HEAD SIZE -%W MIL EMBEDMENT I V4') WITHIN 8' OF EACH END 4 I6. = MIAx SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2112d WITHIN 8' OP EACH END 4 W TO 8' O.C. MAX DOOR JAMB OR WINDOW! ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" uwrxn(Iw 'RVT aTnrx N.A• NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') a' cm ID' DRYWALL PX4' P.T. NAILER 1/16' OJND. X 4• MM. i— DOOR CASING DOOR JAMB OR UINDM ATTACH TO 2X PER MANFACTURES DETAILS. DOOR JAMB TO BLACK +3 7/18" GrLR TO BLOCK +3 7/18" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK 812E J45 MIL HEAD SIZE 300 MIL EMBEDMENT 1 V49 WITHIN 8' OF EACH END 4 16' OJ:. MAX SPACING. NOTE, STRUCTURAL. 2X MUST BE 2)(6, m ON OUTSIDE 4 SCOURED 60CM TO BLOCK THROUGH NON-STPUCTJRAL W X2) V4' TAPCONO (MIN. 3N' TAP'CON MIN. I-V4' SWANK SIZE JO MIL EMBEDMENT INTO BLOCK REM SIZE 300 MIN, EMBEDMENT I V49 8' OF EACH END 8, cmWITHIN 4 IVOC. MAX SPACING. IR' DRYWALL 2X6, ® VX4' 6KC11 TO BLOCK P.T. NAILER WV(2) I/4' TTISIZE I' P.T. X 4' MIN. (MIN. SHAN46MIN. HEAD M MIN. B"IEEV4') DOOR CASINGWITHIN 8'O©ND4 I•'OC. M SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" n 0W TO BLOCK +3 3/4" d N. RONAL.D REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA S: 0003325 18 6 MIR 0 y Q$5 m Y aU13DM 4k LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJL18CT/H 04181.000-1911 MODEU 3EAB "1504- ALLE)C GARAGE 8WING: LEFT PAGE: DETAILS %160 MPH E C D TZ 05/24/21 SCALE: 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLM MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 21473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/20ZI 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13372.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 304S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10660.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10"1.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 R PLY GEM PANEL WALLS SOFFIT 2020 FBCR 1Z/31/2023 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 . MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 20ZO FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 22/31/2021 23955.4 THERMA-T RU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/32/2021 23956.5 THERMA-TRU OCT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/32/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/27/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/3112023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7:h EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 k 6 O A a I I LJ SV9DIV. ae TAT ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 041 .000-19111 MODEU 3EAB "1504- ALLEX" GARAGE QWRPIG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH E C MPV III I "2I' jcLTM .::ter✓ DATE: 05/24/21 SCALE: 1/4"=1'-0" SHEET D3 PREPOIi'ED CONTROL JOFR PLNNGE OF C40NTPWL JOINTS Td BE MRED TIED TO LATH R V O:C. MAX (VERT). NOTEL DO NOT FASTEN C0NTRM JOINT TO WALL EVEN P STUD EXI8T6 BEYOND EXCEPT STAPLES FY "MAY am LOW TO TEMP CONTROL JOIN : OU 04 INSTALLATION —� FASTENERS TO BE SPACED-7 • T' Oa MAX VERTICALLY I ` \ k T444KK TER3 COAT CEMENT UM LAYER @, FMI49M BUILDING PAPER APPROVED METAL LATH FASTENED R'r' (VEtTJ O.C. MAX AT SUPPORTS OURS LAYER PI, STUCCO WRAP T Zm3SRIII. Ni�ii� iiiZ�iiiiri LATH SHALL BeCONTWUOUS Be O CM4 V;-41 NT JOINTS BUT BE atoPreD AA TIED AT EAGNI BIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT FLAX 6' TO S' FROM CONTROL JOINT MEN L \ CONTROL JOINT FALLS ON NOTE L FASTENERB FOR LATH TO BE NAILS OR\ i STRUCTURAL STIR STAPLES IN COMPLIANCE IW ASTM C063 2. MRRE TIES TO BE (NO. 18) MAM16' MRE 3. BLOCKM &NOUN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN NNI �L N III O"M" TYPE CONTROL ,JOINT OLIDLD NWAPD. rt.A ®P10.D OLFMV MARE? rt.A 2. GRAN . rt. 1L GRAN . M. C LCROWN . rt.a MLO • ® ;� 'l ® LFOLD NUYp. rt.A L GRAN. Fr.i L GRAN . Pt. c 4 FOLD Pr. c OVEIR Pr. a TILL rt. C TOLCM" aOTKMI PLAIN NOR or r 'LANORK-Amm Iwrne TtlMr MAL FOLD, ga tmart. CEMENT w' 2 COAT COUILVA 1-Y BRA'[CTLY) UPS LATER PL STUCCO WRAP DRAB MLY) WALL FLASMNa :-OUT MARNNR (RRS LATH SHALL BeCONTWUOUS Be O CM4 V;-41 NT JOINTS BUT BE atoPreD AA TIED AT EAGNI BIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT FLAX 6' TO S' FROM CONTROL JOINT MEN L \ CONTROL JOINT FALLS ON NOTE L FASTENERB FOR LATH TO BE NAILS OR\ i STRUCTURAL STIR STAPLES IN COMPLIANCE IW ASTM C063 2. MRRE TIES TO BE (NO. 18) MAM16' MRE 3. BLOCKM &NOUN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN NNI �L N III O"M" TYPE CONTROL ,JOINT OLIDLD NWAPD. rt.A ®P10.D OLFMV MARE? rt.A 2. GRAN . rt. 1L GRAN . M. C LCROWN . rt.a MLO • ® ;� 'l ® LFOLD NUYp. rt.A L GRAN. Fr.i L GRAN . Pt. c 4 FOLD Pr. c OVEIR Pr. a TILL rt. C TOLCM" aOTKMI PLAIN NOR or r 'LANORK-Amm Iwrne TtlMr MAL FOLD, ga tmart. CEMENT w' 2 COAT COUILVA 1-Y BRA'[CTLY) UPS LATER PL STUCCO WRAP DRAB MLY) WALL FLASMNa :-OUT MARNNR (RRS INSTALL FASTENERS (CLIP6; Nam, STRAPS, STAPLES) AS APPROVED INKLDNG WRAP REQUIRED TO SECURE SMALL BE LAPPED A MINIMUM OF PIPE/ MINE TO PRAMNS 6' IN VERTICAL LAPS (ROLL QM LAYER ti SAM N 6' P MORIZONT.AL LAPS. AP® LATH VERTICAL LAP TO BE I' ALL SEAMS NEEiMAPXftLAP alUCGO'� MTM PORTIBER TAPE WID LAYER! -2, POIRTIRBER / EUILOMS PAPER METAL LATH Ski' SEER'-ADNERNG MEMBRANE / \ PLASMM9 OVER 4'x4' SELF-ADNERNG MEMBRANE PLASMNM OVER APPROVED uru MOUSE RRRAP. f X4k4' SELIF-ADR$RMG MEMBRANE X PL'4SWUNIS OVER APPROVEDMOOS! URRAP. TO EXTEND ONTO PIPE IT METAL LATHR-AaMING URRB LAYER PI, 1' THICK 3 COAT CEMENTii' CCNT. BEAD oP SEALANT STUCCO URA(• PLASTER INSTALL APPROVED MODUSEIRAP AIR METAL LATH BARRIER OVER Low / UM LAYER P2, FORTPIBER 6MILTRATI YAM LAYER P2 PORTF9BER �BUILDNG dUILORNG PAPER COATING OVER STUCCO/ ELASINISH PAPER \ / OURSLAYER 9, C.V. FINISH (SEE TTP WALL SECTION) (SEE f STUCCO JI WOOD 6WATMING IF I SECTION Exbror of porCend cement pl.WPr shell mply with INN.pplicPNpn ,.qulnmertle.f ASTM C 928-18b. r a uTw LAP. A• o•,tle IroPPReBon of exterior VUUIUIg PM Namng ALL LAP LWI comply with ASTM C 1083-1g., 2 LE. SCAM 1 112.0-0' or ASTM 1TBT. 4k4'SELF-ADMERM MEMBRANE PLA04NO (COMPATIBLE Wy HOUSE VERTICAL LATH MRAP MAIRMAL) OVER q' & PAPER DETAIL APPRovED MoueuRAP Nr PLAu(MG TO ExrENO aO PIPE I ROOD STUDS I' CR LESS PIPE PENETRATION NOTE, SHEATMNG SIDE LAPS OF METAL PLASTER BASES SHALL BE 650- 0 TO BUILDING ARAMNG MEMBERS. PAPER euMrN THEY SHALL BE TIED BETWEEN SUPPORTS MTN 00416-IN. (ISR-MM) STUCCO x' LAP . uTw CUT AND OVERLAP ONE SIDE OF MRE AT INTERVALS NOT e' LAP .PAPER SELR-ADFERNG MEMBRANE MORE THAN 11 im-FM). R.ABNING AS PER ASTM C1063. STEP 7 ® KIC KO UT , REPAIR OF TEAR, HORIZONTAL LATH DETAIL INRIRSLAYERS,TRRARS MAY BE PATCHED & PAPER DETAIL PIPE FENETRATfC 3 A WA40M WRAP TAPE PER MH4t. "— OR N.T.S. PEEL a er$m I>lEli IwTAu I(IDKpltr FLANMO AT iorTOM OF RooF . WALL NIRRRDTIG. WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER �ALJALL Se —REED Z w 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING 7n (NAIL TO ROOF DECK, NOT WALL SHEATHING) <+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 7\ 6k6' BEEP-ADFERMG MEMBRANE FLASHING (COMPATIBLE W/ NICJBE WRAP MATERIAL! OVER 4k4' SELF-ADMEItlNG M10-16RANE R.ASHING OVER APPROVED NIOUBE UARAP. PLAALIMG TO EXTEND ONTO PIPE CUT AND OVERLAP CNE SIDE OF SEEP-ADMERNG FEMBR,N•E 19.ASNFNCA -oNu J DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR i/lro° ZIP WALL SHEATHING MAy 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / A5TM C-&4-1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA F: 0003326 J 6 O �WIN 8vsaiv. ae LOT: ABBOTT PARK LOT# 19 BLK. 11 PnoilecTIp 04181.000-19111 MODEL4 3EAB "1504- ALLEX" GARAGE 8101ING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EJ& C 1 A A ra mw DATE: 05/24/21 ISCAUC: 1/4"=1'-0" 8HEET WA1 INSTALL 6' SELF -ADHERING MEMBRANEPLASHMG OVER TOP, SIDE(S) D BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. I: •X: VENT CAP IS TO SE SET N BED OF SEALANT AT TOP AND (� SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT r WATER AWAY FROM JOINTS. E-Z 89AD ALL AROUND T-APPLY ALANT ALL JOINTS TTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD I- NON-MOVASLE FRAME AND STUCCO ON AL41 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior latldna and plashing BACKER ROD Exterior use of portland cement plaster shall comply with the application .X requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRS LAYER h, STUCCO WRAP i HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEAT14M LAYER'1, STUGCA WRAP LAYER 4, FORT]FIBER BUILDING PAPER C�ONDTUCTION --METAL LATH 8' cm VINYL CAWr. BEAD W RAISED BAND $' 70 JY rwtn_u�� 1,66P ff'OrCIS 6' WIDE STRIP SELF ADWE61VE FLASHING, CLEAN MASONRY BEFORE APPLYM Z PLASHING ST" VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -I/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE. METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP < SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER -- OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A_ VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO iilCCfi I V RCVCIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I —ELEC. METER FIELD VERIFY LOCATION UOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOGYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) —'--APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LLASER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING OURS LAYER h, STUCCO WRAP WRS LAYER -2, FORTIP15ER BUILDING PAPER METAL LATH FINXrURED ISH s Wo= -FASTEN TO WOOD STRUCTURAL MEMOER • 1'Or, MAX t EEP 112111 DWALL ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYIN (�oHORIZONTAL WEEP SCREED FRAME TO BLOCK) 1. WRIB 01, CUT OPENING IN STUCCOYER WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'A' INTO WRS LAYER 01, SELF -ADHERING f 1 STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LATER M STEP *1 STEP 1*2 r v~V BELOW WRS LAYER M, STUCCO IWRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE TP FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFISER BUILDING PAPER STEP #3 STEP *4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) 'ETAL LATH STEP *5 STEP #& @) ELECTRICAL RECEPTACLE MAY I 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 y a � x 6 5 to a b WOOD SHEATHIN WOOD — CONSTRUCTION I%' HAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WRIB LAYER OL STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER WRB LAYER M, STUCCO WRAP AMICO AMb6-WFWC-T80 CUSTOM CASING BEAD NO GAP INFIELD —� lBNOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD �10Ar 1 DTL. ® CANT. SCALE, 1 In'•I'-V' EXT. WOM FRAMED WALL WRB LAYER 1, sm'FLOOR OlCJONG STUCCO WRAP WRC LAYER -2, FORTIFIBER PRE-mov TwSS BUILDING PAPER i' THICK 3 COAT CEMENT WEATHER RE DTIVE- DAIMER PLASTER WEATHER RESISTIVE. 6' SAF. • TOP OF WEEP SCREED BARRIER -2 TO SHEATHING BEHIND WEEP SCREED il' THICK 3 C:CA'T T PLASTER 4'' POSITIVE DRAM rrCCP METAL LATH _—__ wiri WOOD 614EATHNS- —FLASHING 6' SELF-ADHEREING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW xy \ � WRB LAYER N, STUCCO WRAP ' WRB LAYER 4, FORTIFIBER I r BUILDING PAPER r 6' SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 2, _ ns:ee POSITIVE DRAM svreem NOTE: METAL LATH: LATH TO BE PER SECTION R71031.1 / ASTM C-8471-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL W/TEXTURED + PANTED FINISH i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED N PANTED FINISH j THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER '1 -WEATHER RESISTIVE BARRIER *2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER COLUMN SHEATHING WEATHER RESISTIVE CARRIER $1 WEATHER RESISTIVE BARRIER r! 6' S.A.F. \ B PEEL N STICK I )Wx3' 'L' FLASHING FULLY EMBEDDED M ROOF CEMENT I V X 3' 26 CA GAL V. METAL DRIP EDGE Y1 GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD N SEALANT SEALANT, J9 MIN. DRY WALL SPACE FROM DRIP FACE TO TREX i' THICK 3 COAT CEMENT VINYL CASING BEAD PLASTER VINYL CONKER BEAD WATER PROOFING Ist Sri- CAGING BEAD LAYER (2 LAYER FEEL 4 STICK) 7PE­ 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE SET IN FULL BED OF ST PEEL D —� BEALANT.IS' MIN STICK DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK CONTINUOUS WATER PROOFING Mt ' \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER W PEEL 4 STICK • DRIP EDGE TO DECK—\ Yi GAP FOR DACKE�I / ROD N SEALANT PM16H LAYER l2 LAYER PEEL 4 STICK)STIQ 3/4 RESILIENT '------ 5/6' TYPE 'X' DRYWALL WREXTWRED PRATED FINISH jPLTHICK 3 COAT cEMEN ASTER — VINYL CORNER BEAD VINYL CASINO. BEAD — Yi GAP FOR BACKER ROD 4 SEALANT LLEAT14ER RESISTIVE BARRIER'I WEATHER RESISTIVE -•m..r� .w Y BARRIER -! DECK MEMBRANE, EXTEND OVER DRIP EDGE V X 3' 26 GA GAL V. METAL DRIP EDGE SET N PULL BED OF 6EALANT, V MN SPACE FROM DRIP PACE TO TREX VINYL rwaws r.ewn WATER PROOFING at LAYER f2 LAYER PEEL N STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER , (SHOWN FOR CLARIFICATION OF SEPARATE ACC SEMI SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD GONSTRUCITON WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER •U J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @Ma__EIGE INSTALLATION CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE CARRIER "1 WEATHER RESISTIVE CARRIER 7 EXTERIOR CO COLUMN RATWING L E G E N D IVx3"L•FLASHING DRAINAGE PLANE (WRB 'FULLY EO EMBEDDED IN ROOFCEMENT LAYER 01, STUCCO WRAP) I )4' X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER *2 (FORTIFIBER -' - • - • - • - SET M FULL BED OF SEALANT, Yj' MIN. BUILDIN(S PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL cA61NCT 9EAD METAL LATH X—X—X—X WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR i/16" ZIP WALL �Ti1H81� 3 COAT CEMENT SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAM 1RCP 8CROEn VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL GdSMG BEm SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2'f f�NEBTOQ. FASTENED TO SHEATHING .• T O.C. MAX. IER 4 "I„ll ' i WOOD SHEATHING NTIVE DRAM METAL LATH WRB LAYER -2, FORTIFI15ER N OF BUILDING PAPER ONLY) 1TA CORNER HEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING el' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD 6) BLOCK WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER — METAL LATH i' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING-- FLASHING WINDOW FLAWxE WRB LAY BUILDING METAL LA 1' THICK, PLASTER WSELF-, FLASHINW DRIP C. WINDOW , ­ _ 15B CASING BEAD Ca? WINDOW ( FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (ExPLODED J' THICK, 3 COAT CEMENT `VIEW FOR PLASTER CLARITY) MAy 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdeslgngroup.wm AA C 0003325 J '" BUBDIV. Ae IATRIN ABBOTT PARK LOT# 19 BLK 11 PROJECT# 04181.000-19111 MODEIs 3EAB "1504- ALLEX" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS %,.160ARH EA C WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER —� METAL LATH i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING ANY ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER h, STUCCO WRAP SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER r2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER s2, FORTIFISER IBUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) METAL LATH WRB LAYER N, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER i UJRB LAYER 01, THICK 3 GOAT CEMENT I STUCCO WRAP PLASTER = WRB LAYER 02, FORTIF15ER VINYL ANGLED i " BUILDING PAPER CASRKs BEAD VINYL CASING BEAD i METAL LATH r" THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1"7A BAND (FRAME) SCALE: I I/2'.I'-m' & GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING •ar WR8 LAYER STUCCO M Ij' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFISER EiUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP `— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) BEBEYOND �tRUCTION WEATHER RESISTIVE 064MER q WEATHER RE616TIVE - BARRIER -Y !1(�_ X�Ys%' LµAP SIDNd FLA WRM . - 6TARTER STRIP U �1RLGELF-AO4-004 WEATHER RESISTIVE BAIVtlER 9 WEER PE6ISTIVE IrLA6WO' 6ALVD METAL •T FLAomm N --a:rr `m SIDING TO STUCCO CEA[ ® BLOCK TO FRAME 9 TRANSITION _ NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME - .. . ....... _ - _ _ _ .... WRB LAYER 02, FORTIFIBER BUILDING PAPER E-ZE-Z BEAD VINYL CASINGGA51 % AL (W/%' FLEXIBLE PVC BACKER ROD) \—WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------ -------------------------------- ---------------------------------------------- Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANTS TO WINDOW METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WOOD CONSTRUCTION BEYOND '6EL-NG'OHE�' WOOD 6HlATHING i .•. , WEATHER RESISTIVE WEATHER RESISTIVE ERN 1 // \ EARNER'I TO LAP BARRIER �616TIVE /�/ \ OP rrLA6H1NGTOP bX T L" LAP 61D610 WDr WEATHER RESISTIVE W SELF-ADHERM I� ;. EARNER �SISTIve I WRB LAYER 61, aA6N"n - \ % WEATHER R STUCCO WRAP ' I I STARTER STRIPGALV'0 METAL 1 6' WIDE PEEL < STICK 1 I on � I OVER FLANGE \Olmmm; WINDOW FLANGE SALVO METAL �� J WEATHER RESISTIVE R 61 i I Z' W. BARRIER LAP I E-Z BEAD VINYL CASING I I ' x 6. AiED r' MRL ABOVE TOP °� .Z. KA6WM I CW/%' FLEXIBLE PVC BACKER f�Q�.( E-Z 9WAQ V61YL aa6ING x r 6 D 2X FRAMING MEMBER ���I�� I°"° / u�3oo'��R -APPLY FULL BED OF SEALANT BETWEEN ; BACKER I%= , D \ I rL Mi4D 0 FLANGE 4 BUILDING WRAPFLAGWNS % \ \� ' BUILDING / T 9 AT SEAL GAP �AUL� Nx N T A6TER \ t..�: I OR APPROVED SEALANT WRAP WEATHER. RESI6TIVE ,.. WEBER RE616TIVE - BAPWEATHER RESISTIVE EAD VINYL GA61Nm BARRWR 9 [ 'FLEXIBLE PK BAQCER ROD) �DAeHER 6TTYS Ez BEAD WINDOW CASING ®IDING FFR MEOTOTUCCO FRAME TRANSITION la 16A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003326 J MAI EL ac78aly. ae IAT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 04181.000-19111 MODEL: 3EAB 1504- ALLEX" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AVAILANUIll NEW � LD SE TARN IN KEEPING THE VENT PROPERLY (', e' AND 1IF ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE S1K)NN IN A' DALVAN ZD USING 1-1/0' NAA9 AT EACH CCNBJER. ROOFING CEMEM SHOULD BE APPLIED TDALL SHINGLE E1JGE9 NEAR THE d1TE0. EDGE AND AROUND li1E ENTIRE PERBAETER AS CUT ENECK EIN THE ROOF RECOAMENDEDIN SEVERE NEATN;q COASTAL I SHEATHIN0.512ETHE OPENW NG IN INNNG ACCORDANCEWITRTHE CHART . INTIE EVENTpNACOORDKAWWIN19 CONSTRUCTION ZONES. USED, SIZE THE VENT O VS PI IN ACCORMNCE VATH IZEQ veNr FOR L1ANUFpcTLAee�s Plano coNNecTKN IN8TRUCTOIJB. DD NOT CUT INTO TRUSSES OR RAfTERB'ANEN ClRTWO THE OPENN3IN TIE ROOF. �� F •�E INTERFERING SNNGIF AROUNDIM } I PER THE THAT SO THAT THEANw. MANGE TENT NE CIF THE VENT LAYS FLAT TO THE ROOT SHEATRSNO. SLIDE L FLAT TO 1 111E TOP MID SIDE FLpNOE9 a THE VENT UP AND UN]ER SNNGLE9. ALLOW 111E B01-fdA VEIN FLANGES TOlAY ON I T! TOP OF THE SHINGLES. IF E�o� ROOF HOOD VENT DETAIL SCALE, NITS TEMIGRARLT FOLD -UP ( SECURE NCINSEULf.AP (on GVT HOUSES~ TUCK FLAP UNDER) AT 4S' AN *LE AL LEAD MODIFIED 'I' CUT T*T' N NO{ SE~ LNt of WINDOW OPENNO FOLD NOIJBEUAPAP I IN AT JAMDB (GILL \ \ APPROVED HOUBEYRAP OVER aEATMNG oven ED STUD WALL SLOPE GILL Ro. TO EXTERIOR STEP 1 STEP 2 FLA8Ne1S OVER NAILING FL.ENM AT JAMEB !MELDLHNb mAl � F BELOW L \7/\ R.ExEll.IBL *ILL R-mLRaG 00 NOT SEAL OOTTOM --� FIN STEP 6 STEP 7 PIPE AND OVER FLNIDE ALIGN K ASNNO UM INT. EDe! OF GILL MO. MEGHNICALLY FASTM FANNED EDGE&(CAP NAILS, STAPLES) INSTALL DUPONT PLIMRAP AB TN NLA61494 AT TIE SATURATED FELT PLUMBING VENT DETAILS DEADNWa2- DGELE FLASHM VIER DRIP CAP 0=0O .r P V) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS V W WIDE VALLEY FLASNNG WTNN 6W MHEAVIER FELT LINE MTNEM IN LINMRLAYMENT SNNOLEN)ENDSNNGLEA9PHPLT It.' EASTI2'BEYONDROOFNOLEY CENTER4NE Ce1AENTPPED OFF AT iB..E', CNtlRAEG rFIRMI VALLEY Auw ROOF VALLEY DETAIL SCALE. APPLY 061 H2u (01 EGUAL)SEALANT . FLUID APPLIED FLA61N4 (LAN= WHITE -SEAL RC-Ee opt so -Al A OLD" GILL TO ax IT %THE CONTACTORS IESP0NO11WLTY TO VERIFY THE =MPATIDILITT OF ALL PRODUCM MCLUDNIS NOUNS~, SEALANT! ( SELF-ADH RM ILA614M MATERIALS USED DURSG C(MTRICTIRi 2. INSTALL ALL MATERIALS PER MMirACTUREIM WRITTEN SPECIFICATIONS WAENE - GRALANTS MAY REACT ADVERSELY IF NOT CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SMALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTA 181ON BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT Lbli1T IS TFI! CONTACTORS RE11PONNSILTY TO VERIFY THE COMPATNOILITY CP ALL PRODUCTS NCLUDMG SEALANTS (ElLP-ADHERING R-ASHNG MATERIALS USED DURING CONSTRUCTION 2. FLAIIHSG AT EXTERIOR BRmOM AND DOOR OPENINGS SHALL W INSTALLED N ACCORDANCE UTH MANUFACTURER'S INSTALLATION NSTRNCTIONS AND APPROVED METHOD U OF FOC RVIIA U N ACCORDANCE WTN FENESTRATION MAMFAGTSERY NSTALLATIDN ANO NSTRICTION& WAMU LI�ALANTB MAY REACT ADVERSEL IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 ww W.abdesigngroup.com h.AA #: 0003325 J MEN Iri q MER aUHDIV. de LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT* 04181.000-19111 MODEL: 3EAB "1504- ALLE., GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 05/24/21 BCALE: 1/4"=1'-0" SHEET WA5 \\ 1/8' TEXTURED FINISH • WOOD, YYY /- \ 1/2' TEXTURED ----------'.._-'---.------il-'----� i - --------' ----- -' 2x6 SUB-BANb FNISH CMIU W/I'x4' NOTCH A METAL LATH r -- -- - - -- / END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP WOOD SHEATHING OR CMU �� LAYER - DRIP EDGE S�co ONLY) \ F------------------------------------- -------- \ ' WRS LAYER n, FORTIFIBER BUILDING PAPER It e 1/8' TEXTURED I \\ . ---- (FRAME ONLY/ FINISH is WOOD I \ I 2X6 sue SAND "\ ROOrNG CEMENT 1 1/8q I/2' TEXTURED \ FINISH s CMU j \ \ `\ \ j METAL FASCIA `\ WRAP Ye' FROM METAL KICK OUT \ <i� f; STUCCO, I' FROM \------------- 1 is WOOD WALL \ \ --- - V i EXTERIOR WALL (FRAME OR CMU) \ \ \\ \\ \\ NOTE: NOTCH FOR 2Xro \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �\ FOR CLARITY \ \\ \ ROOF DECK(BEYOND) `, DRIP EDGE, I' OFF WALL \ \\ 1 NOT INTO STUCCO) TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH 0 CMU / 2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL/4N A PRE -ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12a NAILS 6'-8' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH A END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x \ x x x x x x x �4 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 fL x x x x x x .. SUB BAND DETAIL (Q WALL WW/KICK—OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT +2 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I) 'x4' NOTCH d END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY MAY .1 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA C 0003325 M a IP OUBDM 4BBOTT PARK LOT# 19 BLK. 11 ROJECT# 04181.000-19111 MODEL: 3EAB "1504—ALLEX" GARAGE ISIMMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 I n TZ 05/24/21 9CALE: 1/4"=1'- 0" SHICUT Vd H6 FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Sx6 WIAXW1.4 OVER GENERAL 3 1/Z' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3W LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. RT LONGTE-1 8"SEE PLAN S' sTE-2 12' SEE PLAN lal sFM-12x18 12" CONTINUOUS 18' :(2) (2) 'sFMC-12x18 12' CONTINUOUS 18" (2)$Ws VARIES Ft-24x24 24' 24" 12' #5's (2) #5's T AJNFM-12Xl8 FM-12Xi8 q (— — _ _ _ _ _ _ _ — _ FM-12X18 _ _ _ _ _ — — _ — _ — _ — — — _ _ _ _ — - (_ —jSLOP I Y c I EXTEND ") 31/4" X SLAB 1 1!2" °DI D I q "I ) PER FT. io I31/2" mX I( V 0'a BP �L FM-12X18 7 42 SLAM o _-----JSLA l c N 44'-10" 12'-10" � 4" CONC. I 9 N SLAB v TE 2 — — J SLOPE 1/8" o ,� .�� TOPOF '�C�i''2Xfff °4 1.1 I��" i m SLAB i -51!2" v 4 g _ W 4" PVC CHASE 1.1 SLOPE 2" ao I 1 1A XI 1.1 1.1 Sq ' o, NI of N "' oQ O 49'•4" ~ 20'-8" 9 Y I I m B+ to I -7 1/2^ 4 I I I SIM. I I I 3-6" Z+ ^' 1.1 v " FM-12Xi8 J FM2-12X18 _ vTOP SLAB F 4" CONC.—/ I 7'-4" O.C. MAX SLAB TYP. U.N.O. FOUNDATION PLAN SCALE: 1/4 - V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-04% 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 3(Y, 06 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/802-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-X O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION kAM d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.00m AA #: 0003325 04 i b aysaiv. aI: LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT* 04181.000-19111 MODEL: 3EAB "1504— ALLEX" GARAGE S�RNO: LEFT PAGE: FOUNDATION PLAN 160 MPH FV. C WhA D A ABCUCHACRA L AR NO 93723 j DAB 05/24/21 SCALE: 1/4"=1'-0" mHEET sl 3P MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED 2 � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE AND - e 1/, SPACING REQUIREMENTS a SPACING REQUIREMENTS J P --,�_ GARAGE DOOR 8 v " RECESS �N 8" WALL Ie r FM r� • I. B"CMUWALLi CMU i CORNER BARS, SAME SIZE AS LARGER BAR FOUNDATION WITH 30' LEG EACH b +- 0-O w +- 0'-0' - - TOP OF SLAB W WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS Q' TOP OF SLAB .. ° MATCH AMOUNT OF CONTINUOUS BARS I' CURB FOR 1/Z' ISOLATIONCHAMFER EXT. PORCH SLABVANDSARQUANTITY SEE SLAB SCHEDULE BAR SIm " CHAMFER (1STORV)� #3 ...., ° - V I SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLABW/ 4" CHAMFER ILL o. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE / MASONRY UNITS SET r:Q. AT ELEV: JOINT (WHERE (2-STORY) #4 (1STORV) W/ 12' ISOLATION I 6' CHAMFER (2STORY)APPLICABLE) `-7_i SEE SCHEDULE #5 JOINT (WHERE APPLICABLE) A SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R WHO, BAR SIZE #6 i FORVJ O, BAR SIZE AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 h NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1' 0" SCALE: (1) #5 REBAR VERTICALLY W! CONC. z POURED CELL LAP TOP PLATE A MIN. OF 46' 6 8" CMU AND NAIL W/ 16d COMMON VERIFY HEIGHT y mLAP 9 #4 REBAR 024" O.C. CENTER OF NAILS, 2-ROWS, I'O/C BTM TO OCCUR OVER STUD OF WALL W/ PLAN y; SLAB ORZK6 BEARING PROVIDE BLOCKING Z. W44 WOOD ALL Wl o� 5' I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE I NEW REINF. BAR 1/7k8" WEDGE ANCHOR W/7' TO BE PT. PROVIDE DBL TOP 7' CAPPED $ SECURED W/ 2- PART 5 EPDXY. MIN. EMBED PLATE WASHER SET IN HIGH STRENGTH EPDXY S-1/T' EMBED, MIN. 0 16" OC GALVANIZED PIPE 8", UNO SIMPSON SPH4 OR SPH6 MAX. § W/FLANGE 0 BASE FOLLOW ALL MANF. BTM AND TOP PLATE F 4" CONC., REINF. W/ SPECIFICATIONS FOR n ON p 6-MI M �� ( USEAND �+ COMMON NAILS FILL ALL t POLY ETHYLENE 1 6-MIL POLY ETHYLENE 4, 4„ PREPARATION OF HOLE. HOLES, DO NOT USE 100 c3 a VAPOR BARRIER ON ^ II WELL x 3" SEE SLAB SCHEDULE -COMPACTED CLEAN FILL TERMITE SECURE FLANGE TO SLAB W/(4)1/4" X 21/4' 0'-0' . TREATMENT SHALL BE TAPCONSO TOPOF SLAB e_ , s BORA-CARE (2) CONT. #4 REBAR 4" CHAMFER (1STORY) n — s F 6" CHAMFER (2-STORY) e (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR BS% EQ. EQ. SEE SCHEDULE 17' MIN. DEPTH INTO rc COMPACTED SOIL FOR VAD, BAR SIZE VIRGIN OR ENGINEERED SOIL g o n� AND BAR QUANTITY SLAB HEIGHT LESS THAN T-6" PER P1-AN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL MONO DEEP BOLLARD MONOLITHIC FOUNDATION 7 SCALE 3/4"=V-0" (W/ UPLIFT) EXTERIOR 5 6 DOTING W/ BLOCK WALL SCALE:3/4"=1'(' scALE:3a'=r-0 1 A SCALE: 314"=1'-0" LAP TOP PLATE A MIN, OF 46' AND NAIL WI 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' L NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/PLAN AND NAIL 16d COMMON LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT, PLATE TO S _ SLAB WltOd MASONRY PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL NAIL 16" O/C STAGGERED. 16' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL a CONNECTORS NOT CONNECTORS NOT m REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL + lY-0" POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE 8" CMU FILLED CELL (TYP.) L ° _ TOP OF SLAB SEE SLAB SCHEDULE �I 2X WALL FRAMING l TOP OF SLAB + 0-0" SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS S' TOP OF SLAB -a° z s MINIMUM EMBEDMENT INTO g "ISOLATED" COLUMN PAD GRO UTED CELL, 4" FROM ENDS AND , - 4 CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • •� POURED MONOLITHICALLY WITH e° „ -- - FOUNDATION AND SLAB ° SEE SCHEDULE SEE SCHEDULE EQ. EQ. / FOR VACD, BAR SIZE / FOR MO, BAR SIZE SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY lr AND BAR QUANTITY i � AND BAR QUANTITY Z INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO JAM 8 (9SCAUE FOOTING AND COL. PAD SCALE: 3l4"=1'-(Y' (NO UPLIFT) ' 314'=l'-U' (NO UPLIFT In I V SCALE: 3/4"=,•-0" BLOCK WALL CONNECTION 11 SCALE: 3/4"=,'-0" d N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774.6076 FAX: 407-7744078 www.abdesigngroup.Dom AA #: 0003325 Y BUBDIM & LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT* 04181.000-19111 MODEL: 3EAB "1504- ALLEXD GARAGE SWING: LEFT PAGE: DETAILS %160 MPH W. C AA NO DA 06/24/21 SCALE: 1/4"=1'-0" SHEET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS TEEL REINFORCING IN GROUTED ELL SEE PLAN FOR SIZE AND MIN. tp TREAD Wl. • N0.5E _ PACING REQUIREMENTS 8" CMU WALL z PAVERS #4 REBAR(TYP.) +• a-0„ 12 ' `a8"CMU WALL TOP OF SLAB ,y TOP OF SLAB YS a SEE SLAB SCHEDULE L 1I7' RADIUS OR `SEE SLAB SCHEDULE . CHAMFER q TOP OF S. SEE SCHEDULE FOR NASD, ASIZEAND aw a BAR QUANTITYSEE "I.R SCHEDULE FOR WxD, EAR SIZE LE SIZE AND BARQUANTITY TITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL- 1 t 4 AT ALL PAVER AREAS SCALE: 1/2 =1'A" SCALE: 1 2 =1'-0 SCALE: 3 4"=1'1Y' SCALE: 3/4"=1•-1• LAP TOP PLATE A MIN. OF 48" AND NAIL W/ COMMON NAILS, 2-ROWS, 4" VERIFY HEIGHT LAP TO OCCUR OVERER STUDTUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE 3 CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE 4 u SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ S PROVIDE DBL. TOP PLATE lfZW' WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH EPDXY S1(2" EMBED. MIN. 0 16' z'm O SIMPSON SPH4 OR SPF16 OC MAX. 8" CMU WALL BTM AND TOP PLATE ANCHORS Wl 10d x 1 1/7' +_ 0'-0" +_ 0'd" COMMON NAILS FILL ALL TOP OF SLAB q TOP OF SLAB HOLES, DO NOT USE 10d x 3' SEE SLAB SCHEDULE f - - EXT. PORCH SLAB °. SEE SLAB SCHEDULE 4"CHAMFER (1STORY) BAR SIZE 48 BAR DI p3 16' h TOP OF SLAB W/ i/7• ISOLATION 6'CHAMFER (2STORY) . JOINT (WHERE f #4 24 q ° APPLICABLE) Y MATCH STEEL #5 30" ° • f SEE SCHEDULE CHASEI THRUCFOONG !r PER SCHEDULE PER SCHEDULE #6 � #? 4T S. PVC CHASE THRU FOOTING FOR NMD, BAR SIZE MATCH STEEL AND BAR QUANTITY REINFORCEMENT SEE SCHEDULE FOR WxD, BAR SIZE PER SCHEDULE AND BARouANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 SCALE:3/4"=,•-�' UPLIFT) 6 (W/ SCAL E: MAY 2 � •1 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-7745078 FAX: 407-774-4078 www.abdosigngroup.00m AA 8: 0003325 � tt a SVHDIV. de W151 ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 04181.000-19111 MODEta 3EAB "1504- ALLEX" GARAGE 8WWG: LEFT PAGE: DETAILS 160 MPH EXP. C 43'-4" 37'-0" 33'-4" 26'_0" 12'-O" zo a 4 N 4 q `t 12'-4" 24'-4" 28'-0" 32'-8" 44'-4" 48'-0" 55'-4" 82'-8" f� MAC ` DOWEL PLAN SCALE: 114 = 1'-0" 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003325 6 R 04 a fUBDIV. ae LOT: ABBOTT PARK LOT# 19 BLK. it PROJECT# 04181.000-19111 MODELc 3EAB "1504—ALLEX" GARAGE OWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C TIE VERTICAL REBAR Al TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM C'' VARIES PER ELEV. a a .I .. i� CLEAN OUT REQUIRED FOR INSPECTION d ) TIE VERTICAL REBAR ° ° < TO HORIZONTAL REBAR W/ 10" HOOK —` BAR SIZE 148 BAR DIA. a #3 #4 191 24" t #6 #6 30 36 HORIZONTAL/VERTICAL #7 4T REINFORCING SCALE: 3/4"=1'A" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD 24- HORIZONTALNERTICAL #5 39' REINFORCING #6 2 #7 42" SCALE: 3/4"=1'-Q' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND S SPACING REQUIREMENTS H b V' CMU WALL TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. �+ W/ 1/7' ISOLATION 6" CHAMFER (2STORY) 18' h' JOINT(WHERE #4 24" APPLICABLE) MATCH STEEL #5 30" 6" PVC CHASE i N REINFORCEMENT„ PER SCHEDULE THRU FOOTING SEE SCHEDULE FORWiD, e4 SIZE AND AND 6AR QUANTITY IZE PVC CHASE THRU FOOTING ° 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS 0.1 CMU UNIT DIMENSIONS b ARE NOMINALL SIZESSIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=T-U' Mp1 i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 WNkk 6 C SVHDIV. & LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 04181.000-19111 MODEU 3EAB "1504- ALLEX" GARAGE 8WING: LEFT PAGE: DETAILS 160 J&PH EXP. C DATE: 05/24/21 ISCALE: 1/4"=1'-0" 8I'iEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 NS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING:' WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'4Y", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE IZZOO INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ----------------------------------------- --------------- —--------- ------- 11 8F18-1T/OM/08 8F16-1TIOM/OB 8F16-1T/0M/0B 1 1 LINO PROVIDE BB1 Ic WHERE ROOF TRUSSES 1 BEAR. TOP OF WALL 4 1� EL. 8'-0" LINO A 4 1� � Im 1 i 4 1 � � 1 � 1 1 1 0 1 1 1 1 }--------------------------------------------- ------------------; N � 1 , L i Z7t� +x 1 �w 1 m> 1 � 1 a 1 1 1 1 1 1 1 8F16.1T/0M/0B 8F16-1T/0M/0B ------------- ------- .--------------- ------------- --------rrrrrr-----rrrrrr-----------J 1 LIFT BEAM PLAN SCALE: 1/4" = 1'-O" d N.RONALD REAGAN 81. LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdealgngmup.com AA #: 0003325 Y 6 q SUBDIV. & LOT ABBOTT PARK LOT# 19 BLK. 11 PROJECT* 04181.000-19111 MODEI,a 3EAB "1504—ALLE)C GARAGE OWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C D TE 05/24/21 OCAL C: 1/4"=1'-0" OIiEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYRrAff' 50 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t PLACE STEEL HEIGHT, REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k06' 6a BAR 30" LAP FOR EACH pJF-1+Pil' 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 #5 CORNER W/ COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. L g VERTICAL REBAR W/ IC" HOOK Qy9 FE 8x16 DBL BOND TOP OF t� BEAM WI (1) #5 BAR BOND BEAM ,1 w EACH COURSE • Bx8 BOND BEAM TOP OF • �d�1� W/(1)#5 BAR .y. BOND BEAM 3V TYPICAL �pFp F =FILLED W/ GROUT U =UNFILLED GROUT SOLID FROM TO NOMINAL LINTEL TO TOP OF BOND OF OPENING —BEAM WIDTH #OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. COURSE #5 BAR IN BOND BEAM SEE NOTES /J yV�Npkp ST CONCRETE 16-1T/11B LP7#5'S, pQ�FE NOMINAL —ter LINELW/(1)#5BAR MASONRY ' LENGTH OF BAR - WIDTH OF CORNER HEIGHT #OF#5'S, TOP OPENING-Z' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR r) BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/1 NUDB INDICATES DOUBLE BOND BEAM BOTTOM BxB PRE -CAST CONCRETE L SCALE:34"=1'-0 1 AND XFXX- iT/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT] THIS ENGINEER'S INTENT SCALE' 3/4 -1 -0' AND XUXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP UNTEL OF OPENING AND XUXX-1TAM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3116 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN PRE -CAST 'a 1!6 EMBEDMENT 2x6 (MIN 2 X 3) 2.3116 TAPCON WINDOW OR DRIVE PIN (MIN SHANK SILL f SIZE.145 MIN HEAD SIZE .300 037 o SLOPE MIN EMBEDMENT 1 1/4") 6' FROM EACH ND ,V 16' 1A �'+ O.C. MAX. MIN EMBEDMENT 2x8 (MIN 2 X 3) 2.3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN ALLW BENT it SHANK S EN BAR O BEOPLACED IN S ZE .300 MTO EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB BOND BEAM EACH CELL HOOKED IN 16,O.C. MAX. MIN 1-1/4'• MIN. 2-12d PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING ILL CONSTRUCTION CORNER BARS 4 AT CORNER STEP ARCHWAY FRAMING DETAIL 3 SCALE: 3l4"=1'1T L PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I a I SINGLE #5 CORNER ° BAR, 30X30 TURNED UP ORTURNED DOWN INTO STEEL REINF. OF II / FILLED CELL BOND. BEAM p1yEF II I II I�II II 8x8 CMUING PIER PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. / AT EACH SIDE STEEL REINF. OF ENSURE THAT PIER GROUTS BENEATH OF ELEVATION BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0' 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.BUdesigngroup.com AA #: OOM325 A auleDiv. ae LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 04181.000-19111 MODEL: 3EAB "1504-ALLEX" GARAGE OWING: LEFT PAGE: DETAILS %160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818.OB MG -MO 1T iT 1T/OB -1T/OB TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH 8/8-1T 8/10-IT 812D-IT 024-1T 9/28-1T 8/324T Bm-16 10-1Tn ITN 1n1 IT11 -1T/i 8/62T ene-2T e/20-zr e24.2T vA-2T e/32-zr T-6' PRECAST 1438 952 3114 4217 5321 e428 7631 -7 � PRECAST 689 T-r PRECAST 1569 3524 4394 5263 6132 7001 2485 8113 8886 7708 9091 10000 1589 3524 4394 ISM6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4785 5687 4'-0' PRECAST 514 P7.024 4'-W PRECAST 1383 3080 3816 4570 5325 0079 1901 6113 7192 am7627 8751 1383 3080 3815 4570 5325 0079 4'$" PRECAST 819 533 1770 2400 3033 3668 4300 4'-6" PRECAST 39891 4W PRECAST 1207 2682 3376 4043 4711 5379 1625 $743 7647 8752 W41 795 1207 2707 3376 4043 4711 5379 5' 4' PRECAST 931 1247 19BB 2560 3123 3688 4249 5' 4" PRECAST 411 411 5'4" PRECAST 1010 1806 2374 2044 3513 4084 1319 4460 7196 7342 5780 8269 1016 2276 28M 3399 3961 4064 5'-10' PRECAST 817 1024 1831 2090 264E 3009 3470 5'-10' PRECAST 340 339 5-10' PRECAST 909 1499 1971 2443 2015 3387 1181 3603 5877 =6 NO 577e 929 2DB0 2W 3107 3620 4133 8' 8" PRECAST 682 1139 3227 3031 3707 4383 5051 PRECAST 410 721 6'-0" PRECAST 835 1201 157$ 1955 2332 2709 1139 3227 45M 7054 10000 NO We We 180 2329 2790 3251 3712 7' 6" PRECAST 570 938 24M 2205 26M 3191 3065 T8" PRECAST 303 534 7' 8" PRECAST 716 900 1181 1462 1743 2025 938 2498 3400 4864 n57 6472 727 1824 2025 2426 2827 =8 9'-4" PRECAST 428 e33 1593 2204 2481 2818 2621 9-4" PRECAST 192 384 914" PRECAST 454IM 707 948 1129 1310 B39 1874 229e 3081 4099 4899 572 1843 19N 2184 2519 10'6' PRECAST 388 487 1247 1767 1904 2163 2028 10'$' PRECAST 151 301 10-0° PRECAST 356 612 755 899 1042 650 1407 1807 2781 3222 3784 504 1472 1763 1710 IBM 11'-4" PRECAST 330 544 1312 1742 2252 2868 36M 11'-4" PRECAST 132 417 1114' PRECAST 430 530 653 777 872 644 1312 1742 2252 2868 3552 486 1372 1043 1470 MO 12-0" PRECAST 308 807 1210 15M 2046 2588 3191 12'-0' PRECAST 111 370 12'-0" PRECAST 383 476 587 698 783 607 1210 1588 2048 258e 3171 4401300 1880 1314 1478 13'-4' PRECAST 270 433 1045 1365 1732 2157 2536 13'4' PRECAST 82 298 13'�" PRECAST 308 393 484 675 845 414 1045 1385 1732 2316 2005 396 1057 1312 1071 1203 14'-0' PRECAST 254 388 978 1272 Me 1968 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 360 443 528 808 390 978 1272 1606 1950 2388 378 961 1192 975 1133 14'-8" PRESTRESSED N.R, NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-6" PRESTRESSED 239 506 828 740 865 458 1079 142E 1824 2277 2712 246 980 1237 1474 1715 1514" PRESTRESSED N.R. NR NR NR NR NR NR 1514" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 $74 684 793 412 1014 1340 1703 2118 2513 230 618 908 1134 1363 1672 1T-4' PRESTRESSED N.R. NR NR NR NR NR NR 1T 4` PRESTRESSED N.R. 183 1T4' PRESTRESSED 187 326 365 451 587 BOO 856 1121 1413 1739 2D47 102 we 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19 4. PRESTRESSED N.R. 148 IV4' PRESTRESSED 162 Zee 348 430 813 695 235 736 9n 1200 1467 1716 166 420 623 803 950 1088 21'-4" PRESTRESSED N.R. 14R NR 21'-4° PRESTRESSED N.R. 125 21W PRESTRESSED 142 SB 381 464 180 50 S8B 899 83 1038 03 11e8 46 1488 142 373 373 537 890 818 043 943 22-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0' PRESTRESSED 137 226 290 359 428 407 186 550 7e4 692 1203 1381 137 358 513 859 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 300 418 129 460 664 824 1014 1147 124 319 455 6B1 087 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 IN • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 go 4 lluumv. & LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJ=Tp 04181.000-19111 MODEL: 3EAB "1504— ALLEX" GARAGE e)1IING-. LEFT PADS: SAFE LOAD TABLES 160 MPH E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 IQ" 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. 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 PBS38, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A24 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. N--� CJt CJ3 �-"�11III�L- N N 9 11 all N N N it N p It it It It 0 11 II 11 11 11 11 N II 11 N 7 �• NN� N N 11 N N N M N II II 11 11 II II N 11 11 11 N 11 11 11 CJ5 ��_ SIT'" 11�1� B �11 TI TU N It 0 11 it 11 11 11 11 11 11 N11 11 �N�� x u n N n ALL n n N n n n It n N N It n LEA —LA- A" —1 A" -LA" - f M Y 11 11 11 N LEA —LA -Of 1 n II It it 11 N N 11 N N II n N II II 11 p II NN N N N N N N N N N N II N II N N N N N N II p p N N N 11 N 11 II N It It It II 11 N II It II N 11 N II N N IDGE lL N N N oil N 1111 ��It �N It p II lI 1u1 IIII III IpI IIII III' N 11 N It 11 11 11 11 ap uN It 11 It It 19 11 11 It I (N( p 8 'lull �11 II '�' II II tl II N �� V N IIII B II{w�.. — N N 011 n 11 11 it 11 11 II u 11 N It It 11 It 11 It II 11 OF II N N N N N N II N N = 11 p N all 11 11 11 n 11 N N N N N 11 p 1 N 11 11 11 N N 11- _ JI 11 ' I'uI'—Ilglj 'I�nu1"���N��( �II1l''I—l'l''l1j 'lII1''t�''u''j '''1't,—I''If'j CJ5 = pp Na N�II a 11 u x it N I� It II 0 P u n n n 11 N 11 1i I� / CJ3 N N YpN N A N ¢ 9 'N¢ N¢ tl R II 11 8 11 p II 11 R N II 11 it N 'I 11 11 11 11 II N II JI \ CJ1 x " Nx N8 'lnll 1N1 flpp 11 1R N AR H' 1� FRAMING PLAN SCALE: 1/4= V-0" d N.RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-714-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 � a 04 14 gUBDIv & LOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT► 04181.000-19111 MODEL.• 3EAB "1504—ALLEX" GARAGE gVfM(;: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C MpY � tuYBO 3 DEW—. 05/24/21 gCAL.E: 1/4"=1'-0 skErMT C It ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 14 ® 24" O/C, SUBMIT SHOP ' ROOFNWALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (8) 1IM z 1 }" NAILS TO TRUSS N TO -(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALUFLOOR OR WITH TRUSS ANCHOR WITH TRUSS AN NOTE: APT SYP #2 2" x 4", TRUSSHTSM2AND TRUSS AND (4)1/4" z 2 1/4" (4)1/ "x SHEATHING (12)16d x 1 ]" NAILS TO TRUSS (8)10d x 1 �" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 6' W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE 1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1800 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2' x 4", (16) tOd z 3 }" NAILS TO GIRDER AND 6', 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS B" x (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT CONNECTOR TIEDOWN REQUIREMENTS. BLOCK (WALLL WE 0010d TO WITH (12) 16d z 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 21/4" ADDITIONAL PLY MAX. TO A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 6'TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. j" x 2 J" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED W/ 10d TRUSSES ® 24" O/C, ix2, 2c WOOD FASCIA (2) �" x 5" TITEN HD TO CMU AND (18) SOS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x STITEN HD TO CMU AND (18) SOS *'x 3' tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEA ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, LA43 LBS PLY) A ALLOWABLE UPLIFT =4725 LBS (2 3 PLY) TITEN 2 ANCHORS MIN. 2' COVER 8 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) ( PLY B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LEIS (2 PLY) C ALLOWABLE UPLIFT = 8885 LSS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 13 1 b 1c "= TYPICAL ROOF 3 SCALE: 3/ GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN BRACE W/ (3) 121® EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-(r O.C. (AT SHEATHING 0'-0" TO 30'4" (1) "X" BRACE SEAMS) 13 SECURE 2x PT. PLATE IT MAz (W/1x4) OR 1d'-0" MAX (W/1X4) 10 "X" BRACE CENBERCE O TO BLK W/ 1/2' DIA. "X" * (2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END, WASHER SET IN HIGH e��m® 1x4 DIAGONAL 2x WOOD FASCIA, STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC BTM. CHORD SEE ARCHITECTURAL BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 � PLAN FOR LOCATION P.T. PLATE W/ 12d's 6' H �? MAY NOT BE REQUIRED ST)FFBACK (AS PER O.C. MAX A w TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS -i BTM. CHORD OF TO BE INSTALLED WOOD ROOF TRUSSES 10'-P' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. tx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. �+ p ^ �+ CHORD BRACING 6 BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE: 3/4' 1'7 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5.0 SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5/6' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE ` SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 315•D DBL, STUD MATERIALS STUD NOTCHINGALTERNATE AND BORING LIMITS SCALE:34"=1'-0" -i N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 t tt 6 BtMDIV. AC LOTS ABBOTT PARK LOT# 19 BLK. 11 PROJECT* 04181.000-19111 MODEL& 3EAB "1504—ALLEA GARAGE 8WING: LEFT PAGE: DETAILS 160 APH E . C PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYSO.C. 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS (BLOCKING SHEATHING SEAMS) (BLOCKINGG TRUSS (TYP) 024" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PE VATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILKLf W/TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/7DIA. ANCHOR BOLT WI 7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's WO C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• 'O' SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL BD. AND TOP PLATE ANCHORS W/ loci x 1 1/7' COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE lr-YW' WEDGE ANCHOR W/ 7' CONT. 2x4 SECURED W/ (2) l0crs ® EACH 10dx 3' WASHER SET IN HIGH STRENGTH TRUSSMIOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10--0" O.C. MAX. EPDXY Sit" EMBED. MIN. 016' 1 0a 10b 1 0c OC MAX. SCALE 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL / 0 1 TRUSS 7DPOST coNNEcnoN 0 SCALE: 3/4"=l'-9' • A-SIMPSON MTS-12 U <990 LBS WI(14)10d GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U 14565 LBS VGT TO TRUSS W/ (16) 1/4'k3'SDS, (1) 50' A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7SDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO BLAB CONNECTION SCALE: 314"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 GS,660 W/ 5/8 DIA. x &' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/&' AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-V7' NAILS TO POST. 1 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-W78 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 6 k X � w i O x aysaiv. ac LiOT: ABBOTT PARK LOT# 19 BLK. 11 PROJECT# 04181.000-19111 MODELS 3EAB "1504— ALLEX" GARAGE 87IiMG: LEFT PAGE: DETAILS 160 MPH EXP. C GABLE -END �� - ROOF WND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e • 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (7980) ZONE 2n = 69.60 PSF a .80) ZONE 3r = 83.80 PSF (93:80) ZONE 2r = 69,S0 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W11N 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RINGSHANK, 212" 0.131 F1667 SCREW SHANK 170,000 RING 16- !0 RINGS PER RSRS-03 8tl RING SHANK, 23/8" 0.113 SCREW SHANK INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 12" CDX OR 7/1&' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS Q 4" O,C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r. 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O,C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 BE RING SHANK GUN NA115 @ 4" OC. TOPa eorTou EDGES G M D 8 RAFTER OR TRUSS ROOF SHEATHING .--_=I,' mmmm 11 .. I mmmmmmMill.11111 I U BUILDING LENGTH r ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ 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 2/ BLOCKING PER NAILING SCHEDULE 10tl RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 2' DECK SCREWS G 6--8" O.C. MAX 0 EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE $HALL CONFORM TO ASTM CUIMM. MAXIMUM AGGREGATE SIZESHALL BE YC, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3M'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 781 EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14. BUILDING CODE REQUIREMENTS PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FO =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021002-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCFES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORWWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT VWERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7111 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER 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 02. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED NTH 2"CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF D OW AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND S14ALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AOISM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 MEETING THE REQUIREMENTS OF ASTM A44WA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 801N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL FORD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf ERSTANDARDS AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED TIONS FOR RECOMMENDATIONS 20 psf TOP CHORD -non-cortwrtent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26" 06 BAR • 36" WOOD TRUSSES. 10 psf BTM CHORD+rort-concurrent #5 BAR - 30' #7BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS NTH 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 NTH ANSI/ASCE 7 88: INN. 15 p f TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PO WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 W RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20PsT, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS. 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200W,, GUARD IN -FILL COMPONENTS: Wpsf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40P0 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON -TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNI CAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWNGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM NTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE V. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 2 500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 3 000 PSI REGULAR WEIGHT FOR BEAMS COLUMNS AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR BULL SUBMIT PROPOSED MX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MU( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 3 M- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CW94M OR MEASURING, MXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, E FOR ANY REASON THERE 13 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-112' FOR #SAND SMALLER 2" FOR 03 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/r FOR SLABS, WALLS AND JOISTS 1.172' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A3S/A36M, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE 8, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 MI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH 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 TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER 50£ TYPE SPACING REMAINS AP -- SIZE I TYPE I SPACING TFLWdNGTO IMASONRYtCONO P GSE HARDENED COIL B dC G ARAGEOOORBIId( 11 -dA. T APCONMAS . ODIC t1I2' EMBED.. 4' END ST. d NAIL 11?LONG. TO MASONRYA 0 NO WABHEq FASTENER 11?'EOOEdsT. 9GD, AL. EXT OOIXt3 CASE HARDENED COIL 0^OC WINDOWIDOCRI Fg9TENE0 GNWGE OOOR BUd(dr"� 10"NC(3I0"tlN 1' EMBED.. 4'ENDdsT., IV T, SEE NOTES NAIL 11/Y LONG. BTAGGERED INTOMASONRYA.DNC. TO MASONRYIOONG 1R"dA wl WASHER EXPANBICN BOLT 24"-(11 dAl 0"EDGE dST. wNoow eucx cneE w,R.-COIL s"oc -00.000P/FAeTENEO METAL STRAPTO CONTACT THIS ENGINEER FOR SPACING +. RT, 9FE NOTES -I IYY'LONO. STAGGERED IWornasONRrroONC. MA60NRYICONC REQUIREMENTS E%,. SWING DOOR (2)-OIA "TAPCON' 13,E 11Q"EMBED O'ENO. ON BEAPoNG WOOD 1l2'° EXPANSION 4"EINBE0. 4"END BIM- h PT, eEE NOTES NO WASHER FASTNER tlT.,t II;'EIX3E dST. WALL TOCONC. SLAB WII9HER BOLT 3"EOOEtleT. >M PT WINDOW Bl1CK a°PAP w;110' 9"OC Y'ENO. WT.,112 Pi T08TEEL WL., SEE 0.1yp WASHER BTAGGERED EDGE dST. NOTE 6 IB STAAPLES 1. SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT 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 NCA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR NTH A WOOD DOOR FRAME. 1x MEMBERS ARE HAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J r/f a M a is SVHDly. at L40T ABBOTT PARK LOT# 19 BLK. 11 P1tOJECT# 04181.000-19111 MODEL: 3EAB 111504- ALLEX° GARAGE swnaa: LEFT PAGE: DETAILS 160 MPH EXP. C 1 DATE: 0524 M21 DATE: / / aaALFE: 1/4"=1'-0" S N1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX ' 7O STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS M I-- j" MAX. O7 STAPLES INSTALLED (d 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 7� STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 1D HEM AND IN VALLEYS STAPLESINSTALLED @—r 12" O.C. MAX (INTO O Q7 WOOD) IN J-CHANNEL SLOT BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING (TRUSS/JO ( BY OTHER 2-1/4" EMB. _IX2 WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 2X2 WOOD BATTEN 10 10d NAIL AT EACH INSTALLED Q TRUSS/JOIST/ RAFTER `STAPLES THRU SOFFIT AND LOCATION NOT TO /J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #6X3" WOOD SCREW OR TAPPING SCREW, 7Q STAPLES INSTALLED-\ THRU SOFFIT AND BATTEN ATTACHMENT FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS ELQ3 i" MAX .--I l - DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- kh DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L SEE DETAIL 'A' -/ SOFFITJ� SEE DETAIL 'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 — . / O SOFFIT fINSTALLATION SCREW, Q3 J-CHANNEL BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ DETAIL C 12" O.C. MAX (INTO (�_)CONCRETE/CMU WOOD) IN J-CHANNEL J-CHANNEL SLOTORT-NAIL@12" O.C. MAX. (INTO CONCRETEIMASONRY) OR VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTE:1) TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7� WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. V C I MIL ^ 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA M 0003325 w r W f 00 I stmDIV. as LOT: ABBOTT PARK LOT# 19 BLK. it PROJECT* 04181.000-19111 MODEIa 3EAB "1504- ALLEX" OARAOE OWING: LEFT PAGE: SOFFIT DETAILS 160 MPH E C 21 aCALE: 1/4"=1'-0" >lFIEMT sD1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX Q7 STAPLESINSTALLED THRU SOFFITAT NAIL HEM AND IN VALLEY""�jj ® FASCIA J-CHP }" MAX. DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: ng:TAIi n J-UIIANNtL FASCIA FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLESINSTALLED @- 12" O.C. MAX (INTO O 7QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ �STAPLESINSTALLED Q7 SOFFIT AND J-CH J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR 0 /TAPPING SCREW, f BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1--SOFFIT 1O J-CHANNEL 3Q 7D STAPLESINSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q J-CHANNEL }" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L' P-SPAN'L' -4., SEE DETAIL'A'­' SEE DETAIL'E" - EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OFFIT SEE DETAIL'D' SEE DETAIL'E' SAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI �BY OTHER 2-1/4" EMB. X2 WOOD BATTEN v DETAIL B J-W 1ANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (Z)STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ Q S t(DNSTALLATION SCREWBATTEN ATTCHMENT FASTENER SPACED 24"MAX O.C. STAPLESINSTALLED @ 2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) ® J-CHANNEL- f, DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 0 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) 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. t1 � • 13.519 EAVE WIDTH 7 .375 .375 (ROOF .4 3.625 3.625 3. OVERHANG) 5 \ .08 .0 12 "CONCRETE; A I CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r V bill tj IA W i O SVHDIV. a LOT: ABBOTT PARK LOT## 19 BLK. 11 PROJECT* 04181.000-19111 MODELa 3EAB "1504- ALLEX" GARAGE 91nNG: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C 2 F_1 1L-I- < _k L D � 05/24/21 BHEET SD1 �6v ����`�w�'La115�j1"� � Sig �xac����it L�