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HomeMy WebLinkAboutBuilding Plans8 2 8 143C UL_V NE, Fa t° M rt g 2 Fax: (- 37 OF FLORIDA DESIGN 'CRITERIA: y�TSTATE CERTIFIED BUILDING CONTRACTO-R: =)8UHp1NG CODE, RESMENnAL IDTON (2017) r*AU LOCO ANDSTATE CODES DR HORTON HOMES •OCCUPANC - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE TYPE :MIN. — VB • MIN. INTEER FINISH — CLASS B PALM BAY, FL 32907 •BASIC WINISPEED — Vult=160 MPH TEL: (321) 733-7092 Vasd=124 MPH l'•EXPOSURE —C FAX: (321) 733-7972 a1—STORY RIDENCE — '•2—STORY RIDENCE — MAX. HEIGHT AS PER LOCAL p AND STATE CODES • STATE OF FLORIDA SOFT. CALC:'S PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 " `I Tel: (321) '802-3591 IM �1 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (ASS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB- DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'sIN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 1 ('ONSTRUCTION BASED ON THE DRAWING SET. ABBREVIATIONS REVISIONS ABV neovE Lay. LnvAToxv DATE I DESCRIPTION - < -�- OIT"' AC ADI. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CAR T ' CD S ISSUED - — - 01/15/I3A 2011 FI3C UPDATE I ALT. ALTERNATE MFR. MANUFACTURER li AMP. AMPERAGE MIN.. MINIMUM ---___ --- - BD. - BOARD M.T. METAL THRESHOLD 01/16/18 CD'S W 46SUET) CL CAB. CENTER LINE CABINET MTD. MTL, MOUNTED METAL 02121A8 SIDING ELEVATIONS ADDED CLG. CLR. CEILING' CLEAR N.T.S. O-C. NOT TO SCALE ON CENTER er, l ®3h(sm ; � S �-ISSUED 04/19/18 FOOTING REVISION PAR M. BOWES - CONC. CPT CONCRETE CARPET PL P.B. PROPERTY LINE PUSH BUTTON 06/21/18 CD'S RE-ISSUc ED CT. CERAMIC TILE PH: PHONE U DRYER PLT PLATE DBL. DOUBLE PLYWD. PLYWOOD 02AMS ADDED CURELESS ROOTER AT GARAGE DETAIL (FORT MYERS) DO. DUAL GLAZED PR. PAIR DIA DIAMETER P.T. PRESSURE TREATED 02/22A9 PLAN MAINTENANCE DIM DISP DIMENSION DISPOSAL R. RAD. RISER RADIUS 03/28C9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/2449 - ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (ME DP DR. D.S.DOWNSPOUT DTL DEEP DOOR DETAIL R.A.G.RETURN REF. RM. R.O. AIR GRILL r REFRIGERATOR ROOM ROUGH OPENING. 04124AS ` REVISED HVAC VOLUMES ON SG;rT CALC SCHEDULE (MEL5.) 002/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) _-- -- D.W.DISHWASHER EA. ELEV. EACH ELEVATION S.C. S.D. S.H. SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG - 0612141 ADDED LED LIGHTS is KITCHEN t BATH PEIi MARK 50WES DYING GARAGE ENTRY LANAI IS28 SQ. FT. 430 SQ. FT. I6 SQ. FT. SQ. FT. EQ. EXH EXT F.G./FX. F.G. FIN. EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH. SHT. SHTHG. SHWR. SIM. SL SL. GL SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS 0i/19/19 ADDED STONE OPTION ELEVATION G t p (TAMPA) g ELEVATION 'Cs' SIDING -ADDED LOUVER ®GABLE ROOF I0/25/19 ADDED OPT . CEILING HEIGHTS 80' - -- — 01/0IR0 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS TOTAL 2362 SQ. FT. FLR. FLUOR. FR. DR. FLOOR FLUORESCENT FRENCH. DOOR STD. SWS STANDARD SHEAR WALL SECTION 04101/20 REVISE ENKAVENT RADON PLAN DIMENSIONS _ A/C VOLUME 15i20-9 CU. FT. FTG. GA. FOOTING GAUGE TEMP THK. TEMPERED GLASS THICK 04/09R0 OPT. 8'-0' CLG HOT- ADDED LED LIGHT IN FOYER 04/09120 OPT. 8'-0' GLG HOT. ELEVATION 'C'-REVISED HEIGHT OF ARCHWAY GAR. DISP. G.F.I. GARBAGE DISPOSAL .GROUND -FAULT CIRCUIT T.O.C. T.O.P. " TOP OF CURB TOP OF PLATE 05106l10 ADDED ELEVATIONS 'L' 4 'M' (ORL.) - _ INTERRUPTER - T.O.S. TOP OF SLAB - GL. GLASS TYP. TYPICAL 01/15/20 ADDED ELEVATIONS M'-'MH'-'MS' (ORL) --- GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED R.B.HOSE BIB OTHERWISE--- --- - H C. HOLLOW CORE V.P. VAPOR PROOF - --- HDR HEADER W. WASHER HGT OR HT HEIGHT "W/ WITH - INSUL. INSULATION WD. WOOD INL INTERIOR WDW. WINDOW ---- --- -- - W/H WATER HEATER - W.I. WROUGHT IRON-__-- r INDEX OF DR ARCHITECTURAL SHEE # _ PG 01 COVER SHEET AWINGS DESCRIPTION PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-MECHANICAL` PLAN PG D1-DETAILS PIG D2-DETAILS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WAIS-WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1-FOUNDATION PLAN PG Sl AA -DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S3'-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAIL8 PG S3.1C-DETAYLS PG SN1-DETAILS C2 l %f Hevieaved for Coda 0 GompItancs Universal En9inee�W $vences Im n! 0%.f 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd esigngroup.Gom AA #: 0003325 F W U W O F 0. W Q F Fi Q F r eH, S }�� CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE S'T'7ED=ai e LEFT PAGE:. s r, �I COVER SHEET 160 10B EXPI STATE: OF FL13R:DA v AUG" 19 2020- - MICHAEL C. ANDERSON AR NO 17,305 s. DBITTE: : Or3// 10 20 11 I SCALE: 1/4"=1'—O" 1 GENERAL NOTES SITE WORK TIMBER 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIF AS SPECIFIED 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN:(CATIONS FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE 1N WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: I ARCHITECT. I, NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE 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. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED' IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. SHALL KEPT DRY THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. . CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALLAPPLICABLE STATE, CITY AND 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED, COUNTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. TO PLACE THE FINISHED FLOOR ELEVATION MIN V-0" ABOVE THE BFE, PER FLORIDA BUILDING CODE. %6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 0 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 1. GARAGE DOOR 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 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 EXTERIOR WALL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926 & ASTM-C1063-12a. LESS THAN %: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ' 3. LATM & ACCESORIES PER ASTM•C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. �y�yy " ALL STUCCO CONTROL J01NTS -• M1ll K-OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE T' FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN''MANCH GYPSUM BOARD OR EQUIVALENT. 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-Cl063-15AAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD, R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J w U3 y a o � w a Q 4 w lu n � 4 � n n a SLJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "1828-CALI" GAAGE SW RING: LEFT PAGE: GENERAL NOTES Q60 MPH EXP. D ARCHFFECT. STATE OF FLORIDA OCT 2 7 2020 MICHAEL C. ANDERSON AR NO 17305 J PRINT 0 DATE 08 15 2 SCALE: 1 /4"=1' - 0" SHEET G r ' EXTERIOR MASONRY WALL BRCS. HEIGHTS SUBJECT t0 DAMAGE FROM GROUND WIND DESIGN SEISMICtNEGLIGABLE WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEED° TOPOGRAPHIC DESIGNTHERING" FROST LINE TERMITE° DESIGN UNDERTLAYMENt HAZARDS a F1�EZING INDEX ANUAL TEMP LOAD (MPH) EFFGTS` CATAGORYDEPTH" TEMP' REQUIRED" 8'-8° BRIG. NA 160 G NA NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILIWs FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.SA 10'-8' BRG. FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302JO.5 II'-4' BRG. SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. Ft. 430 SQ. FT. I6 SQ. FT. 88 SQ I. TOTAL 2362 SQ. FT. A/c VOLUME J5i20.9 Cu. FT. 15 -10 _ ° A ,. COMFOMNT AND CLADDMG WIND LOADS BASIC WMD DpO� FOR 3 SECOND Gusts OPe�Gs SGUARE WND NO AND TYPE FOOTAGE ZONE 18O MPH Rt3iAR1C8 } ^ R ai\, ! WINDOW © ❑e z _..._.,,,.:. MIN. 10 5 34/-45 (2) 3052-SH EGRESS (2) 52-SH — — — — — — — — — — — tr`s:>., ~ ^ ' „ dl s0°' r._ ASL1 = €)tA'S CRITERIA EXTERIOR SWING DR. MIN. CRITERIA 21 5 32/-42 5,G.D MIN. 72 5 30/-37 LIVING LANAI I - 0 CRITERIAROOM 8 B' CLCt 814 CLC I _ c0 a? g:w,. aka O.P.P.56 5 32.5/-380 _ _ 1 0" 10 0 I 180i0 L. ¢ ❑ I '� �-...�, r. I [ —„� "�., € 160,10 O.H.D.112 5 304 '\` � �; ? '::cam.`. ; i BEDROOM #1 tW 0 S 46l' i i ° if3` t� 3; = N/A 5 31b/-388V-V C LLG 7ROOM IF DININGC BLE I�F3 ROOF TILE N/A 3 -51329 APPLICABLE . � � 4�-0 I��=�: r �� ROOFS 2Xa HASISOFFIT C WIND SPEED MPH = 160 (Vult) INTERNAL 8-8 CLG ' PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, *u v . -10 IIK m Af �'-5" 6'-11" tE,c € i. H� x zap' aaisxf t l;ri ,E3�a€` a?,, EXP.=C, MEAN ROOF HT. = 15'-9" 8' -0. 4' 8' 6'—rr 4'-4" i :Hefts', a r A i.. , in x?T FIGURE A301, 74 PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. G— COMPONENT AND CLADDING PRESSURE ZONES (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR V. NOMINAL WIND LOAD VALUES FROM THE PRODUCT Q ,�N, = T_ — MANUFACTURER. CONTROL DAIS 20 WG. fl —00 1R-ISH ----� v G. V. b36 a B' B1CLGI WIC. Ic i 8 -8 CLCm I _ a - �� — — — — — — — _ '� 36'x60' Y. IG. I _ ,+I — — — — SHWRPAN =? n I i e iOPTI i J �� Wien- i TOP UY ENGL -- -- - TOP -S —IR-ISH— sb136 b24 2'_8 ii 3 _(d i PLATE @ A e I ----, STfCHm — — — — — LAUNDRY IR-15H' 11 O Q 61.811l Al-AllAI -0 2' 64 4° "_===-'6r"8° n B b36 RANEE b36 PAN. FLOOR PLAN �• I ��8 -- O O --� 8-8 CLG SCALE: 1/4 = I-0 NOTE: BAR DETAIL BEDROOM#41 I 'Ilu _ ARCH O 3-sN -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID(A DEN ---G. DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. SCALE: 1/2'=I'-0' • 8'-8' G_G I �°� z �I - - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. U > IC c0 � I� �8 -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL N II'-S' 111011 4 3, 0ul - 3, 6° 2' 1' m" d) u� BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8, (35 OR HONEYCOMB -CORE STEEL DOORS NOT a1w MM) IN THICKNESS, SOLID Bw `'•� ,ti, B 1 v 10i7 -1 s LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. Al l I 0 - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY HOME IS SHUTTERED. DOOR TO BE EGRESS POINT WHEN THE �� I 1 BEDROOM#3REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. �� 1 I pr—,7 a' -a' CLG. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONEDGARAGE I`/ — — ryO 'L' MT. AND CONDITIONED SPACED SHALL HAVE AN INSULATION Ej —1I 6 8 3 _4^ R VALUE OF R-13. ,-8 -_ 0 p CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED WH. � — 22 rX54' -1 `r SPACE. I ATTIC I ti -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE L ACCESS_ PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR 0 I I CLOSEST ALLOWABLE SOFTWARE TOLERANCES. OND a)=11 LAV. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. Q U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT `r BOLLARD 4II AI UI�,� BATH #2 16 n SPECIFICATIONS PER BLDG. ro AS REQ. � I I I � 8f$. CL& � GARAGEEl 8'-B' CLCx V. 2'-4" Si 0- . tip, 3068 LU m a �i BED 8'C1 G #2 36'X12' {fi 0 I� TRANS. I� ENTRY NI �I 16' -0'X1' - 0"O-H D. nEGRESS •-------------------- 6 6'-0" 2'-8" 3 10 3 11 10'-2" 2 _8 41-4" 14'-0 21' 411 39'-S I 0jb'­Jojd `uf Gone Er. UnfvecSciencesaafin 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, r. FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325` U1 2M, 0 N 19uBDIV. 8C LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT: 4321.200 082R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. D Y. "u ARCHITECT- h STATE OF FLORIDA ON AUG 19 2020 MICHAEL C. ANDERSON ry " AR NO 17308 PRINT OS 15 20 :DATE: SCALE: 1/4' }R SFIEET - U Al EQUAL TO CONTROL JOINT +/-''-0" 5LDG. HGT.i CTYFJ `9- — - — - — - EQ. EQ. FYPON LV12X24 OR EQUIVALENT 8'-5" BRCS. HC:T. OPT. COACH LIGHT 0'-0" FIN. FLR. 8'-8" 5RG. HGT. 0'-0" F';N. FLR. 4 EQUAL TO GONTROL JOINT (TYF.) A 2D ii EQ. V 1z SHINGLE ROOF FYPON 5KT11Xll OR EQUIVALENT lw�. , * `� r m- FIR®NT ELEVATION SCALE: 114 = 1'-0' TEXTURED F-IN15H NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103A I� 8'-8" SRC. HGT.,h- -0" 16'X62' FYPON 4S DECORATIVE A SHUTTERS OR EQUIVALENT v I ITyp 4' RAISED HAND (TYP.) 0' 1 -0" FIN. FLR. OFF RI� t 8'-O" 5RG. HGT. 0'-0' FIN. FLR. , OFF RIDGE 7 1�6 1READJL\, ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH 8'-8" BRG. IHGT. I _0 I1_01, r 0'-0" FIN. FLR.i------------------ — - — - — - ----------------------- --�0 0 =1N. FLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH 12 6 =60A -S" BRG. HGT. -0' FIN. FLR. -8" 5RG. HGT. -0" ❑❑ I A A TYP. 0'-0" FIN. FLR. 2' I � I �t 11-4' DECK. DTL. A SCALE: I/2 = 1'-0" MODEL 1828-CALI-4EBB AREA OF ATTIC - 2450 SQ. FT. N ET FREE VENTILATION AREA REQUIRED 1/ 300 REQUI RFD VENTILATION AREA = 2450/300 8.17 SQ, FT. 8.17 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC - 470.4, SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138SQ. IN. PER VENT (net free area) TOTALftOFVENTS REQUIRED = 3.41. TOTAL# OF VENTS PROVIDED _ 4 SOFFIT VENTILATION AREA 7 SQ. IN, PER LINEAR FT(petfree- area) _LINEAR FEET OFSOFFIT REQUIRi 67.20 — RevG.Mp for Code GomPtiI once UriwersL1dnQ1110004 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N 04 U W E 0. Cai w q F A E-4 r ti r r r r r r rrrrrr SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT* 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION ]) T„ 160 MPH EXP. D ARCHrrECT: STATE OF FLORIDA AUG 19 2020 M ICHAEL C. ANDERSON AR NO 17305 DATE 08/15/20 SCALE: 1/4"=1P-0" SHEET ELECTRICAL LEGENID SYMROL DEFINITION NOTES _19 125V OUTLET 20 AMP SINGLE POLE =0 110V OUTLET in WILD 110V OUTLET S TO SWITCHITC44 GFI 110V OUTLET INTERLLPTER (TAMPER NTERUP R (TAM.WD ER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF FAUL T APT —#� GFI OUTLET INC R SWITCH 6 SWITCH 3-WAY OPER 64 SWITCH 4-WAY OPER. t� WALL MOUNTED i� LIGHT CEILING LIGHT © LEP CLG LIGHT O VP LED VAPOR PROOF LIGHT O VID VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER SO. FT. VENT, FAN I CFT1 PER SQ. FT. W/LIGHT VANITY LIGHT FIXTURE (SPEC'S TBP 13Y BUILDER) 41x2® FLUORESCENT WRAP LIGHT AROUND AROUND (RECESSED) 4X2RES FLUORESCENT WRAP ® LIGHT AROUND AROUND (SURFACE MNT-) 2'FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT a®� PANEL METER OSMOKE S.D. DETECTOR WATT. BACK-UP W/ HARDWIRE WALL MOUNTED BATT. BACK-UP °�D• SMOKE DETECTOR W/ WARDWIE 6/CO CAI®ON MONOXIDEo 6MOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROI`7 WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/ AIR CONDITIONING SEE A14U TUNA' PISCONJECT THIS SWEET TV TELEVISION JACK CEILING BOX REMIRE10 TO BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO 8E SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' A�•4 LIGHTIINII—SANDSTRIP IP nnnnnn 36' INCANDESCENT o LIGHT STRIP nnn� 48' INCANDESCENT LIGHT STRIP FLOOD LfGHT OPT. SECURITY El KEYPAD Fe Pb. PUSH-BUTTON FOR CHIMES �--+ USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOU.NER PRE -CONSTRUCTION MEETING. " ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6T14 EDITION (2011) 4 NEC 21012 2014 EDITION " 20 AMP DEDICATED LAUNDRY CIRCUIT- . GFI a ISLAND (NOT CN KITCHEN CIRCUIT) - DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL " BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 1115013 FBCR 6TH EDITION (2011). " LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS of THE FBCR 6T4 ED (2011) • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER pcsr ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 --------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = V-0' W7=I LIIN MTD. LIGHT TO 5E INSTALLED, PROVIDE J-130X FOR OPT. FAN W P Panel MAIN - A PANEL: 8/16 wp crtbreaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C:B FEEDER 3 #1CuTHWN&1 #6Cu(G)Inl1/2"C OR 3-#210ALTHWN&1-#6Cu(G) n11P2"C. Wire Pole Bkr Description Watts Circuit I 1 Circuit I Watts I Description Bkr Pole Wire #12 1 20 lExteria Receptacle GFI for TUG 12w I 2 Space #1'2 2 20 Imgation Pump 1000 3 4 Space 5304 A/C GU•-1. 35 _..2 #8 Space. 7 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 A trip M. L,O FEEDER: 3- #1 Cu THWN & 1 #6 Cu (G) In 1 1/2" G OR 3- 42/0 AL T HWN & 1-#6 Cu (G) in 1 12" C Wire Pole Bkr Description Watts Circuit Circuit 4... Watts Description Bkr Pole Wire #1.7. #12 1 1 20 20 20 Small Appliance. Microwave / Hood GFI . 1500 1800 1 8000 Range 50 2 #6 3 #12 3 Small Appliance 1500 5 6 4500 Water Heater Disposal GFI 25 20 2 1 #10 #12 #1.2 #12 1 1 201 ' 10 Refrigerator Dining Room Eights and Receptacles AFCI 1500 1500 7 9 8 10 1200 #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer !Hall Bed. #2 N. #3/ Bath Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10. #1.4 1 95 I-Nng Roost Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12: #14 1 95 SD & C/O AFCI 900 19 20. 1000 Garage Door Opener GFI 20 1 #12 #iZ 1 '"0 Laundry / Bed #41 pep. AFCI 1200 21 22 1200 Garage Lights: and Receptacles. GFI 20 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space. 25. 26. 900 Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept. GFI 15 1#14 Space 29 30 1000 irrigation controls only 20 1 #12 Space 31 32 Space Space. 33 34 Space Space 35 36 Space #8 '2 35 Space _ A/CAHU-1 (Heater 5 KVA at 6,5(0 ._ 5525 37 39 38 40. Space Space 41 42 Space Lead subiect to demand factor calcul ahons £line. 16000 27600 Load subject to demand factor calculations /line Demand Factor Calculations: ABBREVIATIONS: AFCI. ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI- GROUND FAULT INTERRUPTER. Total load .subject to demand factor 43600 • First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total Ar load 10829 FLOAD CALCULATION.IS BASED. ON.AIC:NON-COINCIDENT LOAD total Connected Lead Watts 34269 Total Ainps (watts / 240 Its). 142.8 I I I I m I ° ° - I L I LED LIGHTING @ DOUBLE LAV. BATH M 150 AMP ELECTRICAL RISER NOT To SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). LOCAL COPES, AND ALL LOCAL POWER COMPANY REOUIREt1ENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNnHM UNLESS NOTED OTHERWISE. GRAPE PROVIDE 150 AMP, 120//240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "I COPPER (CU) IN 1-1/1" DIA SCHEDULE so PVC CONDUIT OR PROVIDE 3 12/0 ALUMINUM (AL) IN 2" PIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING @ SINGLE LAV. is BATH °2 PROVIDE 342/0 CU, THUM +PIS CU IN 2' CONDUIT OR 3 04/0 AL, THUN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.J COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BOND NO TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT ed tol Code Pe"`g ..� ce er 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER AL PROVISIONS OF THE FBCR 6tH k2mahlLx20n). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U3 U W ti F 0. V W C F A r 1 r 1 r ti 1 1 r I 1 r r 1 1 1 1 1 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "r1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. D ARCHrTECT- STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO T7305 08/15/20 1 sCALE: 1/4"=1'-0" t SHEET El PLUMBING PLAN SCALE: 1/4 = 1'-0' KITC-IEN SINK W/ AUTO VENT 1-1/20 VTR I I 15 SIN :SIT) (ALTERNATE LEFT) PLUMBING RISER DIAGRAM 2194 H WY A1A, SUITE 301" INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W U rm rl O F ti U h O A SL7312111Xid. ac W°V e CREEKSID'E lip PHASE 2 LOT #82 01 PROJECTS 4321.200 082R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: ^; LEFT PAGE: s PLUMBING PLAN p I 160 I'DH E - ;_ PRINT OS 15 20 DATE- / / Reviewed tor. Code SCALE: 1/4"=1'-0 LgCanP'wmn o i�.. Universal En91na9fft SHEET scierwres MECHANICAL PLAN SCALE: 114 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 EQUIPMENT SCHEDULE 3.0 TONS MT -Cs CARRIER C.U. 25H5C536A•030• A.H.U. FX4DN(5,F)031L HEAT 5 KW SEER 155 SEER TOTAL CAP 34800 ELECTRIC 205/230/IPH 5RKR G.U. 35 AAU 35 REF LINES 3/4" 4 3/6" Reviewed for Cud. Compliance Ueiversal Engines" Sciences F W lai NQ O yF K V h C F 4 E4 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 ry„ MODEL: 4EBB j "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. D PRINT DATE- 08 15 20 SCALE: 1/4"=1'-0" SHEET 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. 1/2' DRYWALL PRE-FAB TRUSS SECURE BT. 2X4 WOOD PLATE TO SLAB STUDS ®24' W/ 10d MASONRY O.G. NAIL a 32' O.G. MAX 0'-0' FIN. FLR SLAB NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON —BRIG. FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON a- O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1_m TY=. 0.1-. 5/8' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD 5" DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0° SEE ENERGY CODE FORMS FOR' INSULATION R-VALUES REFERENCE STRUCTURAL : PER ELEVATION '---R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE 4r---� STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.G. S' GMU .� 1/2' GYP. WL. BD. WOOD BASE 0'-0" FIN. FLRJiiii m. 9. a d° ° d'° W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON a' O.S.B. SHEATHING OR J' CDX PLYWOOD 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 a a ° 4' ° B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4' =1' -O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE II, ASTM D 48613 TYPE IV, OR ASTM D 6151 CAULK AND SEAL GAS LNE 11, PVC SLEEVE FOR GAS LNE ®' CM I/1' GYP. IIL. BD. WOOD BASE r . a ' • .4 2B GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON a' OSB. SHEATHING OR ? CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL- DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1:_0 TYP. O.N. 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY To MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL — APPROVAL REa VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REQ. - ._ a' 0-tu SEE STRUCTURAL FOR REMFORGET'tENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT SACKER ROD WEATHER STRIP MOJLDMG ALL AROUND MY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0" 2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS J.PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' — HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—L PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V -0" FIN. FLR t 8' CMU d %. dtl '. d A W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �&' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER 1 _m, FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS n TYP. WALL SECTION L NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4' = F -0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GMU 0'-O' FIN. FLR Note: WALL FENESTRATION FLASHING PER FBCR 103-4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing Components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture With the building Wall with a sealant complying With AAMA 800 or ASTM CIB20 Class 25 Grade NS or greater for proper joint expansion and Contraction, ASTM C1281, AAMA 012, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as Flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. Reviewed for Code compliance ID Universal Engineering Sc ances 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U 0 F 0. U W Q F A SLJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT* 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. D ARCHrrECT: STATE OF FLORIDA ZA� AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 15 20 SCALE: 1/4"=1' — 0" SHEET TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W1 (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/8' WASHER 4 NUT-7 0 0 `SECURE 2x4 ONE' FLAT TO BLK �O W/ MASONRY 9 NAILS. 51DES: 2X6 GAR GE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-SOLT OR ANCHOR �O BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF: TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 0 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURIER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D SCALE: i/2'.r-®' 8' CMU DRYWALL 1'X4" OR 1'X2' P.t. NAILER ❑ 1x4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ 3/(6' TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 (A )SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ 36' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' D.G. MAX SPACING. 2X6:® SECURE t0 BLOCK W/2-3(6' TAF'CONS(MIN. SANK SIZE .145 MIN. HEAD SIZED5b0 MIN. EMBEDMENT I Y4') - WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/2-Na,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END) 18' O.G. MAX SPACING. CMU 1§" DRYWALL 1'X4' OR I'X2' P.T. NAILER ,-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N_T.S. 2X4= SECURE TO BLOCK W/ 3(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-316' NON-STRUCTURAL 3(6- TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 all CMU MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END 4 18' O_C. MAX SPACING. -1'X4' OR I"X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-3(6' Zf6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 15' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16" WINDOW TO BLOCK +1-15/ 6" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ 3(ibl TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6cm SECURE TO BLOCK W/2-3We,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 18' O.G. MAX SPACING. 2X8cmm SECURE TO BLOCK W/2-%' TAPCONS (MIN_ SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT I Y4') WITHIN 8" OF EACH END 4 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL V TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK 8' CMU ff)5' DRYWALL 1'X4' OR I'X2' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" `�J-'jSGALE: N_TS. 2X4m SECURE TO BLOCK W/ 3(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4°) WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18 O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE TO BLOCK W/2-, NON -STRUCTURAL We,' 3(6 TAPCONS TAPCON MIN. 1-Y4' (M (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 18' O.C. MAX SPACING. 8' CMU MIN. EMBEDMENT 1 Y4") Y' DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER ❑2X8cm SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: ONFI AS NEEPEP TO pLIM JAM (PO NOT ExcEEPV) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-3(6' NON-STRUCTURAL 3(6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. ❑ Yi° DRYWALL 2X8:® I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-3(6' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO S' O.G. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T _ F SCALE: N.T S. 2X4 SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y41) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING, SECURED THROUGH 2X6:® NON-STRUCTURAL 3(6° SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 Yt° DRYWALL 18' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2X8cm ❑ SECURE TO BLOCK W/1-1/4' 7(6' OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 )/4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: al4lM AS NEEDED TO FLU 15 JAM (PO NOT EXCEED AV) DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/1-1/4 ° NON-STRUCTURAL 3(6° TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8cEm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3 4" H SCALE: N.T.S. Reviewed tar Code CornpUance Universal En000eor4 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w D3 W 01 0 F ti U D1 w O F A SUBDIV 8o LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT* 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. D ARCHfTECT STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: OS 15 20 SCALE: 1/4"=1' - 0" SHEET IF )%2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • l' O.C. MAX VERTICALLY 1 7 THICK, 3 COAT CEMENT PLASTER WPM LAYER 62, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED all (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 49, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (IINSTALLED PER \ T' TO }° LATH SHALL NOT CsAP MIN. BE CONTINUOUS e' TO B' 6' TO a' THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PER ASTM CIO63 PROVIDE 2X4 BLOCKING 1.10.1.4 PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOI�4 \ TO WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT O1. FOLD INWARD 0 PT. A O1. FOLD INWARD • Pr. A 2. CREASE • PT. B FO OI. FOLD INWARD • ® I. FOLD INWARD • PT. A PT. A s. cREAeE . Pr. B 2. GREASE • PT. B 3. CREASE • Pr. C 3- CREASE . Pr. C 4, FOLD PT. C OVER K. B TILL PT. C TOUCHES B01TOM FLANGE — ® ®FOLD all- NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHINGLE ROOFING—� DRIP EDGE= OVERLAP 3_ EXTErm VV BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. BOTTOM v FLANGE WATER Tr214T SEAL FOLD, 22 Cl2T CUT. J' THICI(, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (a" All �WRB LAYER 02, FORTIFIBER BUILONG PAPER(FRAME ONLY) _ !/WRB LAYER 01 / STUCCO WRAP (FRAME ONLY) / LAP LAYERS OF BUILDING WRAP CVER NAILMG FLANGE, STOP uses Arl-11111O24 141 ABOVE SHINGLES (FRAME ONLY) FRAME OR CTw EXTERIOR -- B'Y9FAilEI 8CFEED FASCIA WRAP Sx5 WALL FLASHING KICK -OUT FLASHMG (SEE DETAIL) INSTALL KICKOIJT FLASHMG AT BOTTOM OF ROOF 4 LWALL INTERSECTIONS NOTE: APPROVED BUILDING: WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) < 6' 0 HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE 1 I" MIN LAP . METAL LATH 6" MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER SCALE: 1 1/2' a 1'-0' ® KICKOUT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 01, STUCCO WRAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL - WOOD STUDS j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) NOTE. SHEATHING SIDE LAPS OF METAL OR 1/16' ZIP SHEATHNG SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS) BE SECURED TO BUILDINGt�i FRAMING MEMBERS. PAPERTHEY SHALL BE TIED BETWEEN SUPPORTS WITH 0�415-IN. (1Z1-MIN) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063 REPAIRLAYERS, HORIZONTAL LATH MARS IN W IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU UURB LATER 01, STUCCO WRAP (FRAME ONLY) -B' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z _ 5'X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) (" CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 N.T.S. ROOF PER ELEVATIONS FLASHING 4'x4'SELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE4p WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE F FLASHING STEP *I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING: (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 41x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-AD`STEP 02 FLASHING MEMBRANE WRB LAYER 01, STUCCO WRAP WRB LAYER `2, FORTIFIBER BUILDING PAPER METAL LATH —6'x&' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVEp HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION RM.7 Ederlar �r'W�6eli10 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12K PIPE PENETRATION DETAIL «f;; 1A IE) N.T.S. DRAINAGE PLANE (UJfR5 LANTi ER #1, STUCCO WRAP) WR5 LANT�ER #2 (FORTIF15ER BUILDING PAPER) METAL LATH ...... X X X X a WOOD SHEATHING; OR 1/16' ZIP SHEATHING SYSTEM (INSTALLE© PER MANUF. SPECS.) 5ELF-ADHE51VE FLASHING — — — — NOTE: METAL LATH: LATH TO 5E fi ER SECTION R7103.7.1 / )457M C-047-0S, MIN. 2.5 L85, PER SQ. `rARD (UT I L I T`I' OR NOi°�I INAL LATH DOES NOT MEET SPECIFIC'A p1°Co�pha°1e�°� Universai Engenewing Silences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA M 0003325 F W 34 W O F 0. v W 4 F A z SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS t60 MPH EXP. D ARCHrTECT: STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 Id r3DDETTE: 08 15 20 / /1/4"=1'-0"AI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP r r DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, 4' CAULKING ® JOINT ALL AROUND PER SECTION R703.7 _Exterior lathmV mg Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING ( FRAME) (INSTALLED PER MANUF. SPECS.) OR LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LATER #2 (FORTIFIBER - - - - - - - - BUILD ING PAPER) METAL LATH X-X-X-X STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELP-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-04-1-09, MIN, 2.5 LBS. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 V SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' R VENT STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT g TOP E SIDES / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.TS. ELEC. METEI VERIFY LC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION 'I/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING UPa LAYER 01, STUCCO WRAP U1RB LAYER 02, FORTIFSER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION HNISP s WOOD FASTEN To WOOD STRUCTURAL MEMBER O T O.G. MAX a' CMU Yd TO )S' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN .t MASONRY BEFORE APPLYING APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM At Gtl I.)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TPA NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS V FINISH • MASONRY 76 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEE *'1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ST F #3 .o.o.o STEEF #2 WRB LAYER 01, STUCCO WRAP MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER ST F #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E F 5T F #6 9 ELECTRICAL RECEPTACLE Reviewed for Code Compliance Universal Engmeenrg sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N 11 U W 0 F Al v y 4 q SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. D ARCHITECT - STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 J DATE 08/15/20 SCALE: 1/4"=1'-0" SHEET WA2 LEGEND DRAINAGE FLANS (WR5 LAVER 1*1, STUCCO WRAfim) WRB LAVER 1*2 (FORTIFISER BUILDING; RAPER) METAL LATH STUCCO WOOD 5HEATHING OR 1/16' ZIP SHEATHING; SYSTEM (INSTALLED PER MANUF. SPECS.) 5ELF-ADHE5IVE FLA5HING 2 1 /2 1 AWCORNER READ 1 1 L/ x x x x CORNER BEAD (FASTENER 4 SPACINGS 7' O.G.) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES GMU %11 TkCK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY @) BLOCK Reviewed for Code c«npndr�s Universal Frvirneerinp SCh➢ILeS 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrotip.com AA #: 0003325 F w� U rA W O F 4 U In F A ISUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SVfMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. D ARCHrrECT STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO V305 DATE 08/15/20 SCALE: 1/4"=1'-0" 1 WA3 2xF SUB -BAND W/1 "x4" NOTCH tv END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/5" TEXTURED FINISH s WOOD 1/2" TEXTURED FINISH a CMU METAL FA II II II I 1 1 2X6 SUB I I 1 I 1 / 1 METAL FASCIA 11 WRAP Ya" FROM 11 STUCCO, 11, FROM WOOD WALL 11 / 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 1 \� NOTE: NOTCH FOR 2X(o SUB BAND ONLY 1 1 ROOF KICK OUT REMOVED 11 FOR CLARITY 1 ROOF DECK (BEYOND) \ 1 DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) \ 1/5" TEXTURED FINISH o / WOOD, 1/2" TEXTURED �/ FINISH e CMU / 2xio SUB -BAND W/I"x4" NOTCH 6 'Z END, WRAPPED IN PEEL E STICK ( )ELEVATION - AN A METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH ® CMU x x x x METAL LATH x x x x x WOOD SHEATHING x x x x x x ' r OR CMU WRB LAYER 01, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x WRB LAYER °2, FORTIFIBER x x x x x x x x x x x x x EiUILDING PAPER - (FRAME ONLY) x x x x x x x x x x x x x x x x x x x x x x x x' ROOFING CEMENT x x x x x x x x x x DRIP EDGE x x x x x x x x x x/ x x x x x x x x METAL KICK OUT x x x x x x . .. . .......: �Y eA NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -®" SCABBED TO TRUSS W/126 NAILS "-8" O.C. MAX. 2x SUB -BAND W/1Y"x4" NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL QP WALL SUB BAND DETAIL 0S) WALL W /KICK -OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT im 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/%"x4" NOTCH e END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance universal Engmeeft .,..0 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N w U w 0 0. a U W 4 F a x SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE STrMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. D ARCHrrECT- STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 J DA 08/15/20 SCALE: 1/4"=1'-0" T SHEET( Y Y A \J 39'-8" FOUNDATION PLAN SCALE 1/4" - T-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, GINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 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 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" SEE PLAN 10" s (+)0"-0" FM-12x12 12" CONTINUOUS 12" (2) #57 + 0"-0" FM-12xl8 12" CONTINUOUS 18" (2) #5's (+W-0" FM-16xl8 16" CONTINUOUS 181, (2) #5's + 0"-0" FMC-12x18 12" 1 CONTINUOUS 181,7Z=s #5 IN CURB 1 VARIES F-24x24 24" 24" 12" s s (-)0"-4„ SECURE STRAP TO y/C 5IMP50N W5 CONC. W UNIT/ ROLL STRAP (2)-3/16'X2' OR EQUAL r9 TAP -CONS EACH CORNER OF UNIT CONCH `SECURE STRAP TO SLAB UNITS W/ (2) "8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Cods Compliance )niversal Englflasf Q Sc voces 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F 11 r Di 04 may.. 0 �4 03 Q F ti r r i I r r r r r r r r SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT* 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. D ARCHrrECT. STATE OF FLORIDA AUG 19 2020 MIC ML C. ANDER AR NO 17305 _Z d0- 0 a� W m U V J a UU 0 M EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL TOP OF SLA SEE SLAB SCHEDULE 4 n 4" CHAMFER (1-STORY) '.•a 6":CHAMFER (2STORY) SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY C i0 BOLLARD LAP P PLATE A MIN. OF 48" AND Nft W/ 16d COMMON NAILS, 2-NQWS, 4" 0/C BTM. LAP TO OCOUR OVER STUD 2x4 OR 2x6 WOO FARING - WALLW/ SYP No.2 LIDS SEE PLANS FOR SPACING. SINGLE SCALE: 3/4"=1'-0" 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" —SECURE FLANGE TO SLAB W/(4) 114" X 2 1/4" TAPCONS A. SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKP BTM. PLATE TO BE PT. RE By. PLATE TO PROVIDE DBL. TOP PLAT LA 119d MASONRY NAIL +_ 0'_0" TOP OF SLAB ME TAGGERED. ONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE 4a 4. < SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY T IOR FOUNDATION/ OD WALL SCALE: 3/4"=1'-0" (N O P L I FT) STEEL REINFORCING IN GROUTED Q iIa CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mLu IU_ w � J it 1L p ' ¢ 8" CMU WALL o - Z M V7 — TOP OF SLAB 4 ° a a �' - VARIES ° e SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (I-STORY) W/ 1/2" ISOLATION ° JOINT (WHEREa�� 6" CHAMFER (2-STORY) APPLICABLE) I z a. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY N 2 EXT RIOR MONO -FOOTING SCALE: 3/4"=1'-0" GARAGE W w J o a I j U NEW REINF. BAR 00- SECURED W/2-PART d Q ( EPDXY. MIN. EMBED J Q 8", UNO Q O FOLLOW ALL MANF. T_ SPECIFICATIONS FOR Q 2 00 USE AND I w PREPARATION OF Z q HOLE. W W O M Q �. 4" CHAMFER (1 STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION N _ _ 1 SCALE: 3/4"=1'-0" — STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU SEE SLAB SCHEDULE Z g "ISOLATED" COLUMN PAD ° CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB ° . 4 a SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERI MONO- OOTING AND COL. P 10 SCA :3/4"=1,_0" ,_ 0.-0.. = SLAB 30 MIN. EACH WAY MONOLITHIC FOOTING rT0 n s p per' �n �v FM r . p CORNER BARS, SAME SIZE AS LARGER BAR v.) IN FOUNDATION WITH 30" LEG EACH $ " WAY AT ALL CHANGES IN DIRECTIONS ..° D SO THAT THE STEEL REINF. IS CONTINUOUS >I. MATCH AMOUNT OF CONTINUOUS BARS j11 s•:. � P . LL � CONTINUOUS STEEL MONOLITHIC v FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION �� CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/16d COMMON NAIL 2-ROWS. 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEEP S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" _ 0,_0„ OP OF $LAB ° SCALE: — VERIFY HEIGHT OF WALL W/ PLAN — PROVIDE BLO NG �SEq�RIj .PLATE TO SLAB W/ 1/2' x DGE ANCHOR W/2" WAB R SETIN HIGH STRENGTH 215 XY 5-1/2" EMBED: MIN. @ 16" OC =E SLAB SCHEDULE e ° ° 4.O . EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE. 3/4"=1'-0" (Wf U P L I F POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" FOR N RY SET EV: RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT PROVIDE DBL. TOP PLATE , +- 0' 0" SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. / ADDITIONALMETAL CONNECTORS NOT REQUIRED WHEN NO UPI IFT IS PRFRFNT w IY SEE SLAB SCHEDULE Q 3 d-�. a ` � ..4 e 4. A 6' 4 .a 4 49 ° EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL - SCALE: 3/4"=1'-0" (NO UPLIFT) Reviewed for Code Compliance Unive,sai Engmeeft uj Sciences S VBDIV. & ILO Tb CREEKSIDE PHASE 2 LOT #82 PROJECT# j 4321.200 082R1 MODEL: r` 4EBB "1828-CALI" GARAGE SWING: LEFT F PAGE: e DETAILS 190, MPH EXP. 1 � J 1 ARCHl i"IECT STATE OF FLORIDA AUG 1 9.2020 , ' MICHAEL C. ANDERSON AR NO 17305 ` PRINT 08/15/20 DATE: SCALE: 1/4„=1' - 0" SHEET s i I . ti O - N L a c M 0 c o b N 0 I v N 0 O 10" 26-10" 0 o N 9 eo C M N 19 N O N m cV bo co 1 qt CA co Lo CV N r 2'-4" 19'_01, DOWEL PLAN SCALE: 1/4 ='T-0 3'-6" 10'-6" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802 3591 www.abdosigngroup.com AA #: 0003325 W W 1 U kQ W O F 4 U In f tea: a i r' n 4 TJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 .y dODEL: 4EBB "1828—CALI' GARAGE SWING NI LEFT PAGE: DOWEL PLAN 160 MPH EXP. D fx ARCHITECTS STATE OF FLORIDA AUG 19 2020 -' 44 �hAEL C. ANDERSON A9 NO 1730 5 `_ PRINT DATE:_ 08/15/20 '; SCALE:1/4"-1'-0" ®U«C ca'q"ms' SHEET U04erael Engx:._ �---f s i' I N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK rr GROUTED BOND BEAM VARIES PER ELEV. e' d .. d 'a. -4 'd e a I ,aG o #5 BARS . 4 a d ❑ 2% d a d ° zo J e. Q p r- CLEAN OUT REQUIRED FOR INSPECTION m ' co It e O r 1, V-0" i, a - d HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=l'-0" EXT. PORCH SLAB Wl 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL I� a. d' d 7 ` SEE SLAB SCHEDULE Q.' e 4 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) f _Z MATCH STEEL REINFORCEMENT N PER SCHEDULE K�SEESCHEDULE FOR WxD. BAR SIZE AND BAR QUANTITY +- TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" + U.-U.. "4' TOP OF SLAB Z K .d.. d a a° ° as W a dNk- d a. d a �— ° a PVC CHASE TDHRU FOOTING SCALE: 3/4"=1'-0" 4 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS OD ARE NOMINAL SIZES • Q MASONRY SYMBOLS SCALE: 3/4"=V-0" Revie.vud for Cotle IL A Cany4ance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W y U �T7 0 F 0. U W 4 F A r i i r SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. D ARCHrrECT- STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 ricsav A DATE: 08 15 20 SCALE: 1/4"=1'-0" SHEET o 2 L 1EET\y //�/���\ S FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR. SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 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 (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 P8S36, 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. SCHEDULE NDICATESOPENINGBELOW/T.O.B.=TOPBEAM =BOTTOM OF OF ARCH IT.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 fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTW TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1): — N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD -POUNDS PER LINEAR FOOT C0111m C4Me\ SAFPL OAD ICMW- ''' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 �� 8F1209 OF160B 6FWO BF840e e-&W W32,0B TYPE LENGTH 8118 6F6 RCMU TYPE LENGTH aFe-1T ON24T 81504T BF20+1T SIM44T 6P16-tT aRB2-iT agate aF124B 91046 eF20-0B 6Fa4.1e OF20.19 WWO eiwu an2ar a l"T WM.0 024zr a WAT BF822r �� 2251 sees a7te 61e3 —1 9064 ewe ,Oast S-r (� PRECAST 1025 1024 1598 14r (42') PRECAST tw9 8oJ14 4394 sloes etas 7001 8009 4w6 0113 7547 eW4 Wa94 III= 1689 2165 30N 4894 ease 0182 7001 PRECAST Am 3020 4ew near 7m4 my 4'-0' (48') PRECAST 765 788 1309 NO (4n PRECAST tees seas aaw will we seas e079 4e06 8113 7647 e974 ISM 11009 I= 2a06 9000 W15 4W0 M25 80N 4'8' (64' PRECAST 2110 z99, Arm 4676 64w am V-r (54•) PRECAST 592 591 1073 *r (541 PRECAST 1207 2040 z7W SAN 4043 4711 6979 4ar5 6113 7BN in ee72 1004 lien 1207 AM V07 3375 4043 4M1 6970 5'4' (84-) PRECAST C 14M Im 2600 8128 a0e8 4240 E-4' (647 PRECAST 411 411 745 5'-4' (841 PRECAST 1016 fl11¢q 22Mjg lose =0 39e, 4622 ww am 7647 10127M 1018 1715 22M ease ase9 seer 4W2 V-10' (M) PRECAST 1,7a Tsai aO90 zwo ae09 s470 S'-1a (70� PRECAST 940 3� 818 5'-10' (70') PRECAST we ,ae7w, ease a107w aesa 4138 w 2122 4sw 7108pq 80AQ{q 7,etryq 0a7Bpo1 W9 1w7 20w 26es M07 s820 4133 8'$' (79') PRECAST t23e 2,7r 94w 3091 8707 48e8 OOM 8'�' {76') PRECAST 507 721 490 8'$' (78') PRECAST 8� 1407m , zffiB 8251 37'12M ,sae 2177 300 aael am ,0s94q 8826e9 on 1407 tees sass AM 3261 3712 r-W (907 PRECAST 148 tat 1729 202 2206 2e98 3101 9005 r4r (90') PRECAST 424 534 383 r$' Mn PRECAST 727 1 1 2W 2az'r 32 101, ,729 seM, seas 6wt e4er«q e472aq 72r 1224 te24 ease 222e 2a27 US 9-C (112') PRECAST 554 e99 1100 Ies6 2594 9480 2116 awl S4. (1120) PRECAST 826 512 230 9'-' (112') PRECAST eat 708 11 1474 , 2107 ewe 7ez 1248 1643 2604 am 4706m BMW) 691 462 Isis 1e49 19w 204 2019 10-4r 1 PRECAST ( 475 636 am 1247 2W3 2777 2103 2680 10'-' (126') PRECAST 254 401 180 10'-8' (126) PRECAST no m9IM ties 14M, 1 2MI a" 1012 16aa 2098 27M 3048p8 4MM 6w ee6 11180w 1472 jq 1788 20M AM �' 11'(185) PRECAST so612 QM2 Be I= 180 247D 3127 40M 11'4' (136') PRECAST 280 462 154 71'�' (198) PRECAST 474 m4m MOO i037 1274m 151 176a 945 law 1MB 2423 3127 4008 494 e07 1043m 13720% 10430 1915w 2/W 12-0' (144') PRECAST 937 540 bra 1254 104 210 AMm 120 (144 PRECAST 244 402 137 12-V 144') PRECAST ( 470 w 4w 724 seem, tt 1 Imespq eta 1254 1084 219a 2006 M' 470 Mae 940 1a0z 1600m 10,gn1 20M 1S 4' (180') PRECAST 285 4M 765 1075 14M lose Mle ANA 184' (18D� PRECAST 217 824 110 19�' (180� PRECAST 4184M ao0pq eW 7eMja 084m 1143m 1828pq 4" m1075 1428 leas 2316 saes 420 40D tap p 1100mn 141sa, 1861Nq 1807 IV0 1 PRECAST ( 279 424 708 1002 1E26 IBW 21V AM WO (IW) PRECAST 205 293 100 14'�0' (1081 PRECAST 3544y 3MR0 500 724 ON 1 1220 442 706 1002 1328 1017 21H 20w 410 4ffi 7,7 w 1008 , 11502pq 18117 14'�' (176� PRESTRESSED N.R.14' NR NR NR NR NR NR NR 8' (176' PRESTRESSED NA 284 91 14'$' (1787 PI893T 239 9M8 334 Rq 396 6z0 e68 W2 Bw wt m 1808wt W8 161 118, mm 173"4 46e 7e8 Ism 1902 2246 2817 27t2 1E-4' (184') PRESTRESSED N.R NR NR NR NR NR NR NR 15'�' 164 PRESTRESSED ( NR 259 83 1& 4' ( 184' PRESTRESSED 224 313 460 827 7M9 911 105400 412 710 12W 1733 20w 2320 261a 230 388 6160 WSM 1240m 14e0pq 1ao9= 1r- PRESTRESSED N.R NR NR NR NR NR NR NR 1r-' Mn PRESTO N.R. 194 64 174!i Mn PR68TRES8® iW 162 sea a00 406 we al MIm 740 m 1006m tart ma00 ors pan 147394 50 960 1320 low t849 9047 19'$ ( PRF$TR N.R. NR NR NR NR NR NR NR W-C On PRESTRESSED N.R. 148 52 19'PRESTRESSED -4' (Z52') 182 22e nq 30 447" Wpm 847 N 747 aq AN40m 1037 1282 1615 1710 toe tea 429m an m $41 m I069m 1227 21W (Z58'} PRESTRESSED N.R. NR NR NR NR NR N7 NR 211-C n PRESTRESSED NR 125 42 21'.4' per)PREBTRF� t42 142 204 232 307 818 pt MS 58r 4w 721 m w6 loos pq m1w 340 M08 Be 1114 ,aw 14M 27-0' C 9 PRESTRESSED N.R.NR NR m m AIR NR NR 274r (2041 PRESTRESSED N.R.116 40 2Z-0' (2541 PRESTRESSED IV 197wt 296 m 40 a mIV 1N 315 6w 784 1047 ,286 1399 137 2 aw 513 Mimi save 909 24' 8 (28B'j PREBTR N.R Nt NR N, N4 NR NR N4 24'-0' (2887 PR�TRESSFD N.R 91 99 24'-0' (289') PRESTRESSED 124 12M ,79 eq 9a2 ter ale M 342 4M6 410 ONO* 40 5"120 zw 4w 004 mm 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALLVALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDMON - PRECAST PRODUCTS BY OTHER TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 40 OF BEARING PAST EACH SIDE OF VANDOW OPENING LIFT BEAM PLAN SCALE: 1/4" = V-0" m U 00 r. Reviewed for Code ComP:lance ID Universal Engu feints Sciences 2194 HWY AAA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U W 0 F 4 4 F A Zr r r r r r r r r r r r m V \ \\ SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT# 4321.200 082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. D ARCHrrECT: STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON L AR NO T7305 J D 08/15/20 SCALE: 1/4"=1'-0' SIMET S 2 F #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK Kifr #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR 1 PLACE LINTELACROSS TOP OF OPENING. 2 IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING V\� PLACE STEEL HEIGHT. �OF 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 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. �PV 5 SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 0 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE /REINFORCING / TOP OF THE LINTEL. 6 UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. L Bx16 DBL. BOND BEAM W/ #5 BAR �Q� (1) EACH COURSE • • TOP OF,.K BBOND (1) #5 BAR W/.:�.. BOND BEAM. OQ����G - F=FILLS. W'1,G_ -.: ;. ,: , ., O� U = UNFILLED GROUT SOLID FROM - -� 8" �1#5 BOND B BOND BEAM TYP. 8"xl6" BOND BEAM 81 B O N TOP OF v'' m BOND BEAM NOMINAL LINTEL TO TOP OF BOND OF OPENING OF #5'S, IN 2ND BOND WIDTH % BEAM, IF FILLED LINTEL. I[/ BEAM COURSE SEE NOTE 5 16-1 T/ 1 M /O B 8x8 PRE CAST CONCRETE �S �¢ NOMINAL LINTEL Wl (1) #5 BAR (L2) ` P �F LENGTH OF BAR = WIDTH OF MASONRY e� HEIGHT #OF#5'S,TOP OPENING - 2" BEAM DESIGNATION 0 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 THAT XFXX-1T/IM/DB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX-1T/OM/DB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - lT/lM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL - OF OPENING AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) WINDC PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1 /2"=V-0" 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE.145 MIN HEAD SIZE . MIN EMBEDMENT 1 1/4")8"FIR EACH ENO AND 18`O.C. MAX. 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP OR DRIVE PIN (MIN SHANK ` SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8 FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE 145 MIN HEAD SIZE .300 MIN EMBEDM 1/4") 8" FROM EACH END D 18" O.C. MAX. MIN 1-1/4" EMBEDMENT SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL ®\_ IN - STEEL REINF. OF BOND. BEAM DIVIDE #5 BAR EACH SIDE \� CHALf� CHANGE IN \ ELEVATION OF BOND BEAM SCALE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y 0 K V y fat 4 F A 6� s<. CREEKSIDE PHASE 2 LOT #82 cl PROJECT# 4321.200 082R1 ;N MODEL• a 4EBB "1828-CALI" GARAGE SWING: { ' LEFT 1 a I=, PAGE: r �x I= '1 DETAILS is 160 MPH EXP. 3" ,,. ARCHrrECT STATE OF FLORIC)A Z//,/ - - -_ I --- AUG 19 2020 MCHAEL C. ANDERSON AR K110,17305 PRINT O0 DATE: S 15 ' SCALE:1/4"=1'-0" Reviewed for Coda Cumplianxoo Universal Engmeerft Sciences SHEET '`/ Yam/ 2 e IA FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 (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 P8S36, .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. 13, BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED Wl A 2x6 BTM. CHORD (MIN.) 2. COORDINATE. ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER, IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNEPTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS W/2X6 BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD 2x4 SCA NAILED TO DIAGONAL ENDJACK TRUSS OTT( BRACING/BOTTOM CHORD /MIP 10d NAILS FOR EACH CHORD BRACING WHERE APPLICABLE CHORD 6ONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END A e"LE: KT TRUSSES W/2X4 GIRDER/TRUSS BOTTOM CHORD W/2X6 BOTTOM CHORD DIAGONAL 2x4 SCAB NAILED TO &WIMIN BRACING/BOTTOM TRUSS BOTTOM CHOR CHORD BRACING (4) 10d NAILS FOR EACH CHORD CONNECTION - DISSIMILAR BOTTOM CHORD BRACING ®MID RUN TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING auw�yr awl CONNECTOR SCHEDULE -. CONTROL DATE. 01/27/2020 MiTek USP SIMPSON `MiTek USP SIMPSON DEB UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18. 1625 META-16 1450 (9)10d X 11/2" 1-PLY, (7)16d 2-PLY, EMBED 4" (8)10d x 11/2" 1-PLY, (6) 16d 2-PLY,. EMBED 4" (2) HTA 16-18 2430 (2) MUA-16 1985 (12)10d x 11/2 1-PLY, EMBED 4" (10)10d x 11/2" 1-PLY, EMBED 4 HTA 16 1870 HETA-16 1810 (10) IOd X 11/2", (9)16d 2-PLY, EMBED 4" (9) lOd x 11/2" 1-PLY, (8)16d 2-PLY, EMBED 9" HTA 20 1970 HETA-20 1810 (10) SOd x 11/2", (8116d 2 PLY, EMBED 4" (9) Ind x 11/2" 1-PLY, (8)16d 2-PLY, EMBED 4" (2)HTA-20 2430 (2)HETA-20 2035 (12)10d x 11/2",1-PLY, EMBED 4" (10) lod x 11/2 1-PLY, EMBED 4" --� - ��--- (12)16d 2PLV EMBED 4" - _- _-- 2500 (10)16d2-PLY, EMBED 4" - LUGT-2 LGT-2 1885 OD 8LK(5)1/4 x3'Wedge-Bolt+Anchor, WOOD (16)lOd 1])1/4"x2 4TITEN, WOOD(16)16d 1 LUGT-3 33ao 3380 LGL3-SDS2.5 3480 l- +AACIIOr 0112W525 CONC (4) 3/8' %5" Wedge Bol[ ( ) (7)-SDSI/4 x3 TO GIRDER,1D(16) 3/8"1111 x 5" TITEN HD TO WALL DHTA-20 2430 DETAL-20 - 2480 (16)-10d x1112, 1 PLY ALTERNATE USE OF(2)HTA-20 ACCEPTABLE (18)-10dx 11/2, 1 PLY ALTERNATE USE OF(2)HFTA-20 ACCEPTABLE MUGTIS+ 3945 MGT. . 3965 (1)518'A.T.R-. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD( (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED), (22)lOd TO- OD HUGT2+ 9575 HGT-2+ ID690 WOOD (8) 10d, MASONRY (213/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(16) lOd TO WODD GAT3+ 9860 H3 + 10690 WOOD (8) 10d, MASONRY (2) 3/4" ALR (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN 12" EMBED), (16) lOd TO WD00 LP 1510 PARALLEL TO 1470 PERPENDICULARTOAWALL LTA2 ENGT 10PARALLEL TO WALL 1210 PERPENDICULAR TO 12WAL( (10 10dx 11/2" (10)10dx1-1/2" 15 3945 VGT 4940 (1) 5/8" A,T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED�L TOP/(6) 10d FACEA12) 10d BACK OFTRUSS (1)S(8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 17' EMBED), (16) SDS 1/4"x3" _. - HUGT 9575 (2)VGF 7185 (7)5/8"A.T.R. I N HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8))10d '... (2)5/8.T.R. I N HIGH STREN GTH EPDXY (MIN. IV EM BED),(32) SD51/4"x3" "A MTW12 965 MT512 990 (14110d x 11/2", (14) Ind (14)10d%11/2" HTW 16 1355 HTS-16 1310 (16) 10d X S 1/2", (16) 10d ' (16)10d 111/2 HTW 20. 1355 - HTS-20 1310 (24)Lod X 1112", (20) 10d (24)10d X I1/2 HTW 24 1355 HTS-24 1310 (24)10d X I1/2" (20110d (24) 10d x 11/2 LSTA 12++ 930. LSTA-12 ++ 925 (10)Ind (10)10d. LSTA 18 ++. 1235 LSTA-18++ 1235 (14)10d (14)10d MSTA-18, 1310 MSTA-18++ 1315 (14)10d (14)10d MSTA-24++ 1640 - MSTA-24++ 1640 (IS)10d (18)10d MSTA-30++ 2065 MSTA-30++ 2050 (22)SOd (22)10d MSTA-36++ 2065 MSTA-36» 2050 (26)10d (26)10d KST1236 2765 N191-36 3800 (36)10d X 11/2" i (36)10d X 11/2 KTSI248 5105 M9I-48 5070 (49)10d X 11/2" . (48)10d X 11/2 LFfA6 980 HIS 1055 (16)8dx 11/2",(16)8d) ( (9) Ed TO PLATES, (9) Ed 705TUD5 SPT4 975 SP4 825 (6) 10d TO STUDS (6) IOd TO PLATE �I(6) IOd'. x 11/2" TO STUDS MP34 5251N F1 Cc 160% A34 430 (4) Ed. x 1112" TO BEAM, (4) Sd x 11/2' TO POST. (4) 8d x 11/2" TO BEAM, (4) Sri x 11/2 TO POST. HHCP2 680 HCP2 590 (10)10dx 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12)10d X 11/2 RT16A 1020 - H10A 1040 (9)10dx11/2" TO TRUSS, (8) 10d X 1112"TO PLATE 'I (18)10d X 11/2 MUGT15&PHD4A 4175 IVGT&HDU4 4940 1 (28). 10d TOTRUSS,(101 WS3 WOOD SCREWSTO POST W/5/8"THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (l0)SD51/4"x21/2"W/THREADED ROD,(2) NUTS/WASHER/2 PLY MUGT15&PHD4A 4175 VGT&HD]B 4940 (28)IOd TOTRUSS,(10) W53 WOOD SCREWSTO POST. W/5/8 THREADEDtl ROD (I6)-SD51/4x3 TO WOOD,(3)3/4 STUD BOLTS W/THREADED ROD, (2) NU7S/WASHERf2PLY PAU44 2535 -6775. ABU 442' 2300 7750 (1)5/8 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED) IN CONG,(1216d TO WOOD (1)5/8"ATR I N HIGH STRENGTH EPDXY,:{MIN 7"EM BED.) IN CONC (12)16d TO WOOD PAU66 2455 16005 A86662 2190 18205 (1) 5/e AT R.IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONC., (12)16dTO WOOD - (1)5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC.,(12)l6d TO WOOD LT519+++ 1205 _ LTT39 +++ 131C A.T.R.T HIGH STRENGTH EPDXY 'MIN 7"EMBED IN CONC., 810d TO W000 134 A.R 1 ,(1, ( /,� ) TR NGTH EPDXY MIN ] EMBED IN CONC, 810dTO WOOD AiR IN HIGHS E I ( ) {) J { LT5208 +++ 1100 LTT208+++ 1500 (1) 3/4" ATR IN HIGH STRENGTH EPDXY, (MIN. ]" EMBED) IN CONC,(10)10dx 1-1/2 TO WOOD IN 7 EMBED IN CONIC, 1010d TO WOOD (1)1j2.ATR IN HIGH STRENGTH EPDXY (M I ( ) HTT45 4160 HTr4 4455 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY ( ( )16d X 21/2' (1)S/8 A.T.R.IN HIGH STRENGTH EPDXY (MIN. ] EMBED,)IN CONC (26)16d X 21/2' HTT45 SODS. HTTS 5090 (1) 5/8" A.T.R.IN HIGH STRENGTH EPDXY (MINJ"EMBED) IN CONC., (26)16dX21/2" (1)5/8 ". A.T.ft.IN HIGH STRENGTH EPDXY (MIN. EMBED,) IN CONG,(26)16d X 21/2" UPHDll+ 14395 2HD 11810 (1)1"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10"EMBED) IN CONC.,(24)iW53 WOOOSCREWS (1)1 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10 EMBED.)IN [OTC., (24) SOS Y. x2X WOOD SCREWS PHDSA 6525 HD]B 6645 (1) S/8" AB. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14)WS3 WOOD SCREWS (1) 7/8" A.B.IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD (1)7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. EMBED) IN CONC.(3) 7/B"STUD BOLTSTO WOOD TDX8 7870 NfM35x12U 2580 7130. 3MBHA .56/11.25 3475 5330 BOLT WFROM EDGE OF -ON W/3/4" DIAITW RAMSET/REDHEAD OR EO W/NITS EMBEDI NSTALLEDIN FACE.(Y4)lOd ATJOIST (1)3j4'A.T.R. IN H IEMBED ENT)INC.M.(MIN.6J18)I0d OMENT)INC.M.U. TOP, (1)3/4"A.T.R IN HIGH STRENGTH EPDXY, (MIN 675"EMBEDMENT)INCM.0 FACE, (18)10d T08EAM HUS4121F 3615 2710(100%). HUSC412 (WOOD) 3435 2635(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325 125% ( ) 3220 (125%) HD4101F (CMU} 1950 3080 NUC410 (CMU) 1800 4500 (1811/4 x3 W53 SCREWS, (10) I0d TO WOOD USP(20)3/16 ""TAPPER+, (1011Od TO W000 (18)1/4 x 2 3/4 TITEN (9 PER FIANGEI TO CMU, (10) 10d TO WOOD: HD210-21F (CMU) 1950 3080 HUC2102 (CMU) 18LU 4500 (19)1/4 x 3'WS3 SCREWS, (10) 10d TO WOOD USP (20)3/16""TAPPER, (10)Ind TO W000 (I8)1/4" x 2 3/4 TITEN (9 PER FLANGE) TO CMU, (10110d TO W000: HD210-31F (CMU) 2795 5015 HUC210-3 (CMU) 1800 4500 (18)1/4 x3 " WS3 SCREWS,(10110d TO WOOD USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (19)1/4 x 2 3/4 TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD, LGUM26-2 2125 6065 LGUM26-2 SDS 1430 5595. (4)3/8 Xq Wedge -Bolt+ Anchor;WOOD (4) WS3 WOOD SCREWS (4)3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE)TO CMU, (4)114 X 2-1/2 SOS SCREWSTO WOOD 1A 3.1 1A CJ1 - CJ3 CJ5 co 0 u 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)1,16d COMMON NAILS & SECURE TO BM: W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. — --- n E11 J7 777-771 -it— tr — II a CJ1 II II u u u u n n u n u n 1 11 11 1C II g u CJ3 _ _ II II II II II II AT11 kUSS j0l0dijAILS C6 0 II 131 I II =__I CJ5 II II II (4"IrROM fA. EN II) A 11 I II II /BI I=O / w ✓ B2GE mkrA -* - - e— --a ZP i I FRAMING PLAN SCALE: 1/4" = l'-0" NkT � U 0 O 09 m b 0, N rim U) (D J Z_ z U ¢ m � O O x U Flo U O F 0 O o ca O Reviewed. for Code Comphance Universal EnglneeFNLg Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 04 SUBDIV. 8e LOT: CREEKSIDE A PHASE 2 LOT 82 PROJECT# 4321.200 082R1 MODEL: II 4EBB "1828-CALI" GARAGE SWING. LEFT RAGE: FRAMING L� ', PLAN ss I � a' F✓, MPH EXP. D .- ARCHrrECT STATE OF FLORID. S AUG 1 9'2020 Ilk ;I Tf "Ia C. ANDERSON AR NO 17305 iij .z. DRATE 08/15/20 SCALE: 1 /4"=1' - O" hd SHEET S 3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE 1Od x 1 1" NAILS TO TRUSS (9} z "ROOF/WALL/FLOOR B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 z' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-D" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1 Od NAILS, 2 ROWS, 3" WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. -- 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 1 Od TRUSSES @ 24" O/C, GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT= U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) , C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) i TYPICAL TRUSS/ 1 a 1 b 1 c GIRDER CONNECTOR(S) SCALE, 3'4"-''-°" 4 NOT USED O OUTER 1/3OF SPAN ONLY I BTM. - PLATE I DEPTH 1/4*D THOLE EDGE >5/8" THOLE DIAMETER < 2/5*D SGL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE 1 1/2"=1'-0" EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", (9) 10d x 1 1z1' NAILS TO 6', 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT 7.1 TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e' x 5" TITEN HD TO CMU AND (12) SDS ` 4' x 21" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2).z' x.5" TITEN HD TO CMU AND (18) SDS 4". x 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) 1'.x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" GALV. COMMON NAILS. lx2 SECURED W/ 1Od MASO RY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE S HEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWA LE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWA LE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT =8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIR�ER C ONNECTOR(S)S) 5 NOT USED 6-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) V # 1100 UPLIFT SIMPSON — HTSM20 W110 1Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 4 DIAGONAL M.CHORD LACING, SEE AN FOR LOCATION %Y NOT BE QUIRED M. CHORD OF )OD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-0" O/C 'SEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 U-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. e 1 �- A A � I I A^ I• i1� SCALE: 3/4"=1 3/4"=V-0" (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0--0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W1 12d's 8" STIFFBACK (AS PER L-4 O.C, MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ Ju - ; 10'-0"'O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL WI GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-° THE USE OF ALTERNATE MATERIALS MAY USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE 'SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 9 NOT USED 10 NOT USED ALTERNATE MATERIALS SCALE: 314"=V-0" i Reviewed for Code compliance Universal Enyineeft $coerl es 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591' www.a bdesigngroup.com AA #: 0003325 ��*N 11 I. , 3 o �� �� PR � w a \ % to d SVSDIV. & LOT: CREEKSIDE PHASE 2 Y LOT #82 PROJECT# 4321.200 082R1 MODELrA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. , ARCHITECT: STATE OF FLORIDA AUG 19 2020 C. ANDERSON ` AR NO 17305 ATE 08/15/20 SCALE: 1 /4"=1' - ti SHEET S3. IA 1 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd esigngrou p. com IIIb�AA #: 0003325 F W y U W 0 F 4 V y W Q F A E-; sVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT: 4321.200 082R1 MODEI. 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. D ARCHITECT STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON L AR NO 17305 J PRINT 2015 DATE- 08 / / SCALE: 1 /4"=1' — 0" SHEET S3. 19 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 7 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END, UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/1NALL/FLOOR -- P SHEATHING Pu FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING' INFO. 1x2, 2x WOOD FASCIA CONNECTO 'ERA SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, Ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE. GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'-0" SIbE VIEW VTCR SPACING (1) AT EA AND 6-0"A. PRE -ENGINEER VALLEY TRUSS CONNECTION o Reviewed for Code Unlveraal Enylneetin0 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S UBDIV7 8e LOT CREEKSIDE PHASE 2 LOT #82 PROJECTS 4321.200 082R1 g MODEL P 4EBB "1828-CALI" ' GARAGE SWING: LEFT' -..: PAGE: �i DETAILS 160 MPH EXP. D ARCHrrECT STATE OF FLORIDA �1 AUG 19 2020 WMAEL C. ANDERSON AR NO 17305 T:. >~ > Y PRINT DATE: 08/15/20 rfl. SCALE: 1/4"-f-0" , SHEET Sae IC GABLEEND HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A' = 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 1Go MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOFDWPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GAB_ LE END. ROOF/ WALL/ FLOOR SHEATHING GENE NOTES: ALL AGGREGATE USED IN SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 3l4". WOOD: STRUCTURALDRAWINGS SHALL USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF ''. ARCHITECTU AL, MECHANICAL; ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTU AL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES TOP PLATES, BRACING, LEDGERS, BLOCKING, ON STRUCTU AL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017,6th ED11ION C SHALL BE SOUTHERN PINE NO 2 OR BETTE = 11 0 PSI AND A MODULUS OF CRIPPLERS SILLS ET R, FIB 0 ACI31814 B ING CODE REQUIREMENTS ILD d NE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON POLYETHYLENE VAPOR BARRIER MEMBRANE PROVIDE 6-MIL CONTINUOUS POL -BE - 00 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL ELASTICITY 1,40Q0 FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURALUSES COLD -FORM D STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DISO SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS HAND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM WOR CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BETREATED .FOR ANY. SHALL BE CDIINSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED ''. EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, ` W/ DOT SHALL BE. HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT . "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. ' CONTAINS MORE THAN Y2".OF HEARTWOOD. .ALL DIMENSIONS DRAWINGS. FOLLOW AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE WRITTEN DIMENSIONS ONLY.. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2017, 6th 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 NONSTRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER OF THE WORKARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND ATBEARING LOCATIONS WITHOUT WOODEN TOP PLATES. SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING SHEETING TEMPORARY BRACING, GUYS OR TIE -DOWNS. 1n ED WI . E$ ,, SH BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI ^ w TWO INCHES. WIRE MESH FOR SLABS SHALL BE.. WOOD TRUSSES: TYPICAL DETAILS MINIfiI(UPiI�A,P SHALL BE ONE SPACE PLUS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR ''. THE CONTRATOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION '. SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREME TS 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 OF0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN 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 WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIIWTCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. - 20.psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS #4 BAR - 25" #6 BAR - 36" psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FORTHE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEEDETAILSLOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58..1-1982 16 psf TOP CHORD psf TOP CHORD 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. (1 (7 psf w/ ASPHALT SHINGLES) {10 psf THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH YO psf BTM CHORD 5 psf BTM CHORD MINIMUM 101NCH HOOKS OR. BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT DEAD.LOAD TO RESIST WIND UPLIFT: 10psf WALL. - TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS.. DOWEL ROOF .& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING - WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-10. (FBC R2017) EXPOSURE C, RISK CATEGORY 11) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED - 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 STORAGE: 2 FIXED STAIRS: 30 sf BALCONIES EXTERIOR psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIX p (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL AND DECKS- 40psf,GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLEGA, GES`. 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS .- _- 7NiASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf LICENSED PROFESSIONAL ENGINEER. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE SHOP DRAWING REVIEW:. CODE REQUIREMENTS FOR "SPECIFICATION MASONRY STRUCTURES" (ACI .530/ASCE 5/TMS402,BUILDING Q THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAW NGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES AS MASONRY STRUCTURES AND P ) CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CON RACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANT :WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. 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 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 1500 PSI. BLOCK SHALL BE PLACED USING TO OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFTVALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS IUBMITTED WITHOUTREVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WALLS BOTTOM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY W PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH. ALL TRUSS TO TRUSS CONNECTIONS OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THEEXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" DOCUMENT WILL. GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8"TO 10".. USE ONLY MECHANICAL VIBRATION WRITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PRESSURE OF 2 000 sf, FOOTING DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESS FOOTINGS WERE DES P PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS TO A DRY DENSITY OF AT LEAST 95 /o OF THE D INTO FASTENER SCHEDULE EXCAVATIONS AND SLAB SUB GRADE SHALL BE COMPACTED SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND MODIFIED PROCTOR MAXIMUM DRY DENSITY. DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED NAIL SCHEDULE SOIL FOR TERMITE PROTECTION. - FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY'' REINFORCING PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE SUCCESSFUL COMPLETION OF SITE REP - - GEO-TECHNI� AL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY; AND THAT. THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL SMOTUR& ST BE MADE BY�I,THE GEO-TECH: ENGINEER.. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE S SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B,. Fy = 46 ksi: STRUCTURAL PIPE SHALL BEASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE " 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307:BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BEASTMA325-N BOLTS WITH WASHERS. UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5'+/- PRIOR TO THE ADDITION OF PLASTICIZER A TH THE TURN-OFF THE NUT METHOD SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR SHANK 8d RING SHANK, 21/2" 0.120" 170000 RING (16-20 RING SCREW SHANK PER INCH) Bd SCREW SHANK 21/21, 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF: SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J i/ - Z_ Z Z)W C9 � LL Y - Q m Z U O J z . Z c' z � C7 Z C Z Q , 2 z • tY Z W z (7 no O X (8 =U �O (J' d' Z of BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS �a 6" O.C. IN FIELD 1 TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING TO BE STRUCTURAL GRADE) J 4 Y Z Q W W 0(/3 w LU U gd RING SHANK GUN NAILS @ 12" O.C. IN w 1— U FIELD or Bd x 2 12" SCREW SHANK U) O PNEUMATIC SCREW -NAILS @ 12" 0.6.jN w co FIELD J\ z TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED BE TIGHTENED IN ACCORD NCE WI - CONCRETE SHALL COMPLY. WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. '.. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THMIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCHTHAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE: COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS); B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. m 1-1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE - WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICXfl6W SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING .REMARKS t2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 114 DIA TAPCON MASONRY 1 1 1/2 EMBED., 4" END DIST, MASONRY / CONC NAIL 1 112" LONG 6" O/C TO MASONRY/CONC NO WASHER FASTENER 8 O/C 1 1/2" EDGE DIST. SGD, AL. EXT DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 1/2 DIA Wl EXPANSION BOLT 24" O/C 4 EMBED., 4' END DIST., 1x PT, SEE NOTE 6 NAIL 1 112" LONG STAGGERED INTO MASONRY/GONG TO MASONRY/GONG WASHER 3 EDGE DIST �+ CONTACT. THIS ENGINEER FOR SPACING WINDGWBUCK CASE. HARDENED COIL 9"O/C WINDOW/DOOR/FASTENED METAL STRAP TO. 1. PT, SEE NOTE NAIL VZ LONG STAGGERED INTO MASONRY/CONC. MASONRY/CONC REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA "TAPCON" 1 1/2" EMBED; FEND. NON -BEARING WOOD. 1/2"" EXPANSION 24 O/C 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER 18' O/C DIST; 1 1/2" EDGE DIST. WALL TO CONC. SLAB W/ WASHER ' BOLT DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0.138" PAF x 2 118" 9" O/C 4" END. DIST', 1 1/2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST NOTE B NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME. DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE ®R WIDER. AS THE DOOR. OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBER%A.RE NAILED AND 2x MEMBERS ARE SECURED. W/ TAPCONS OR PAF To THE SUBSTRATE. F*Vvev1ed tot Cod9 �nplwrloe �U�erseJ.En9K'eMMq 5<: 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.Com AA #: 0003325 F Ill V Nq -m t Q V y F A 1 1 1 1 1 1 svBDIV. & LOT: CREEKSIDE PHASE 2 LOT #82 PROJECT* 4321.200/082R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS Q60 MPH EXP. DU ARCHITECT. STATE OF FLORIDA AUG 1 9 2020 'AICHAEL C. ANDERSON , AR NO 17305 1 -TT DATE: 08/15/20 SCALE: 1/4"=1' — 0" SHEET Planning & Development Services Department; Building & Regulations Division Product Review Affidavit. ''. FL# or Miami -Dade FLORIDA:PRODUft' � REVISION EXPIRATION Prod Model # Manufacturer Glass Description Method of Attachments Building Design g Product Design g ' APPROVALREUISI��I DATE Pressure ssure Pressure k 1/4" concrete screw 6" edge distance @ head, 4' edge distance @ jamb,4" each side of transom centerline to bucking. Fastener spacing @+15" o/c max. @ head and jamb; FL5891.2 R6 12/31/2021 Swing oar Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) J ('-47) (+67) / (-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor6' max.. from corners; 113/4" o/c at jamb,, ::. 16" @ head. 1 1/4" embedment. Type II`. 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 71/4" o/c at jamb, 101/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side: FL16103t.1 R14 r 2/28/20'21. 8H Window :PlyGem 1500 .Ply Gem Non Impact: Install per manufacturers recommended. requirements. (+38) / (-48} {+50) / (50) Type 1:. 3/16' or 1/4" ELCO Ultracon anchor G' max. from corners, 14' o/c aljamb,;10" @ head, 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each FL16100,1 R7 11/30/2022 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requiremen s. N/A N/A Type 1: 3/16 or 1/4" ELCO Ultracon anchor 6" max. from corners, 14 o/c atjamb, 1611' @ head / sill. 1 1/4" embedment. Type Ih 3/16' or 1/4" ITW concrete tapcon anchor. 6" max. from comers, 81/2" o/c at jamb, 101/2" @ head / sill. 1 1/4" embedment Five additional tapcons top and bottom required horiLonLally,two midspan vertically FL16104.2 R5 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (i 38) / (,-48) (+55) / (55) 1/4' concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from corners Builders Series 4780 w/ and 20 3/4' max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Ply Gem Non Impact (+33) ({-41} (+54) / (50) Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15' o/c max. @ head and jamb; FL20461.17 R4 12/31J2021 Opaque single Smooth Star' Therma-Tru N/A Min, embedment of all anchors to be 1 1/4" (+36) % (-47) (+47) / (-47) door with transom Double Garage 3/8' x Z 3/4' HIM sleeve anchors 6" from ends 22" O/C FL16101.3 R11 12/31/2020 16,2x7 73 W6' Clopay N/A (+29 )/ (-35) (+36) / (-42) Door Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per v, shingle placed 6-1/8" above Lhe butt edge, approx. 1"` and 13" from each end and 1/2" FL7006.1 R10 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) / (-47) N/A - into shingle surface. Miami -Dade approved corrosion risistanttin caps and 12 ga. 1-1/4" annular ring FL15216.1 R7 12/3112020 Undedayment Rhino U-20 InLerweb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the N/A field. Position Vent Flange beneath loosened shingles aligned w/ deck opening, Apply ASTM D 4586or.ASTM D 3409, Type I :roofing cement/masticto the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized orstainless steel roofing nails having a nun±12 ga shank, min 318" diameter head and sufficieni.length to penetrate through the sheathing (ring shank nails shall be used in OFF -RIDGE VENT WITH Lhe HVHZ)'. Nails shall be toca Led 1" from the edge of Lhe flange and 8'O.C, along all FL16918.3 R2 9/9/2026 Off Ridge Vent TAMGO N/A foursides of the vent. All exposed fasteners shall be sealed with roofing, N/A, N/A BAFFLE cement/mastic. all loosened shingles shall be adheared down with roof cement/mastic. Referto and follow ALL Manufacturers installation instructions. AOR I is not responsible forErrors, Owss ions or interpritations of this Installation Method, Apply Roofing Sealant on all seams inside the Roof Collar. Apply`Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank; Nails. Fasten Base Flangew/{1) nail ea comer@1" from edge. Fasten each Side of Base Flange using (3) miles spaced nominal 5" apart and 1" from edge. Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5` apart and 1' from edge for a total of 22 FL3792.4 R12' 8/16/2021 (alternate) 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A, Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020' `Soffit Variform Soffits PlyGem N/A FL24161.1 (+316) J (;38.8) {+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate wiLh minimum embedment @ 1 3/4" ill Hurricane Panels Hurricane Storm concrete /`masonry, 2:1/2" min. -edge distance, 12" o/c max. spacing, Can be headed FL16293.1 R2 12/31/2020 Less than 6' span 24 GAGE panel MFG. N/A' screw oral] threadbut with wing,nuts. N/A + or- 20 P.M. 1/4" x 20 stainless steel orELCO Panelmate with minimum embedment @ 1;3/4" in Hurricane Panels Hurricane Storm concrete / masonry,;2 1/2" min. edge distance, 12" o/c max, spacing Can be headed FL16293;1 R2 12/31/2020 6' span or more 24 GAGE panel MFG. N/A screw or all thread but with: wing nuts... N/A '+nr - 20 p�s:f. I .Install permanufacturers recommended requirements. FL17147:1 R4 6/27/2021 Zip System Wall Sheathing Huber N/A RevievedliK`o N A / N/A / - Sheathing. compi� En - uriversat I CONTROL DATE 08.18.20 J 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA'32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ST LUCIE COUNTY MASTER PA) PROJECT# HODEU EXPRESS SHINGLE GARAGE OTMWI.: l �4 PAGE: 60 1� �" *` rARCAJl FEC I EOF FLORID AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 PRn'rr DATE-. l�i•18.20 sc 1 /4"=1'-0" F 1. Y I