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Home My WebLink About5121 19th Sta A THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION S03 - STRUCTURAL" OF THE FLORIDA BUILDING CODE 200-1 - EXISTING BUILDING AND 200E SUPPLEMENTS $8' 11/2" ADDITION FLOOR FLAN 1/411 _ 11 011 ALL NEW WALLS ACT AS SHEAR WALLS )DO FROM FOOTINGS OF WALL. PLACED AS 1 adz ALL WORK SHALL COMPLY WITHALL PREVAILING CODES, FLORIDA B TG CODE, NATIONAL ELECTRIC CODE AIs?,I CITY OF ZEPHy�ILLS ORDINANCE I (I� cll I HEREBY CERTIFY THAT I IIA'/_ REVIEWED THE ATTACHED DESIGNS AND FOUND iT TO BE IN COMPLIANCF WITH CHAPTER i(v, SECTION 1602 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE; RFSIDENTIAL AND ALL 2009 SUPPLEMENTS _ C\ tog T.L. HANSON P.E. LICENSE NO. 38654 P.O. BOX IVO, DADF CITY, FL 33526 O h M O Z O Ics Z U) Lf) C4 W a� N o Z M Ci >- M Q v, M a G M L- W O j h U. = h O O C� N N -j 10 N G N a H Z < � O M W C C � ' 2 v I LL W LL 0 m �m It Z OX m M O Z w W u o z cri z °-ip z zm A w a a� d � O �l o N �l z� 0 Uw N - N c� ui 4 Q z O m � O Q r }. N O � � O O Q Q �A zv0 �jED Q� z ,ADDITION LIVINGS 160 SCREEN PORCH 341 GARAGE ENTRY 62 TOTAL 563 FG 1 Of= & w 1111 sill III III Ills, to -I SCREEN PORCH, SCREEN NOT SHOWN FOR CLARITY L 24" OH DECORATIVE • • • STUCCO FINISH .. • .. ... .. ... ' ON GABLE ENDS • • ' ' . • ' { V-11 ------ ---------------------- • •' DECORATIVE .. ' .. STUCCO FINISH .. .. .. . ON GABLE ENDS .. ... •.. ... ... '. '. .. .., •... .. .. ,... .. •... .. .. •... .. 777. .. ®® ... .. ' ; • • ; • ; • ; ; • ; • ' ; ' ; • ; DECORATIVE CEMENTITIOUB FINISH ; • • - - ---_---- 1_JJS_J3_J•i1_J3--•JS_Ji__J3_Ji__J3__-_- - - SOUTH ELEVATION 1/411 _ 11 O11 24" OH . .. . .. . .. . • SPECIAL WINDOW HEAD ... .. ... ... .. TO BE CHOOSEN BY OWNER .34" CH ... .. ... . 1313 - - - - _ --pECORAtIVE GEMENTITIOUS FINISH - - - _- - -� EAST ELEVATION 1/411 = 11 o11 ................. 011 24" OH ............... ............... ............... GI P 12 DECORATIVE ' : : : : STUCCO FINISH : : : : : : . ON GABLE ENDS _• • EASTING ROOF LINE . TO BE REMOVED` .. ... . .. . .. . .. . .. . .. . .. . .. . . . . . . . . . . . . . . . . . . . . ........................................................... .. .. .. .. ... ... ... .. ..DECORATIVE CEMENTITIOUS FINISH ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. 12 .. ... .. DECORATIVE .. .. ... .. ... . STUCCO FINISH .. .. .. ON GABLE ENDS .. .. .. . .. .. ... .. ... .. . . .. ' .. ' 1.. .. ... .. ... .. ... . . ... .. .. ... .. .. .. .. ... .. ... .. ... . .. .. .. • .. 1.. .. i� .. .. ... ... .. ... .. ... .. ... . ... .. .. SCREEN PORCH, SCREEN WEST T ELEVATION 1/4 11 = 11 O11 NOT SHOWN FOR CLARITY .......... .. .. ... .. ... .. 1•- ... / ... .. .. ... .. ... .. ... .. ... .. ... .. 4 DECORATIVE GEMENTITIOU6 FINISH • • • • • • • • • --------------------'---+------ _-------------^--- -•----•_--•-_-----•-__ ---^---------^------^------------------------_-------------^-------•------^---^--- NORTH ELEVATION 1/411 = 11 O11 /r /r 24" OH I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITI4 CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 200E SU LEMENTS ^-ctlzn (k'A T.L. HANSON P.E. LICENSE NO. 38654 P.O. BOX 1128, DADE CITY, FL 33526 0 r~ N o Z ti h O Z_ N U) t0 W Q UD NCL G Z M M �. Q N O MO U. Lu � J h LL = O Q V� C4 c vq W L0 Q C N G N F. Z < m O M Lu W G 0 vi Jr. W LL O m u, Oz W �Lz cA zz °LL � z z lu o6z 0= 3: �z QQ U 0 d z z += 4 o a s m 0 _O a m o a � rL O z Q Q O � zv0 3 CD u- aa3: O W Qq�A- a � ,4DDITION LIVING WOO SCREEN PORCH 341 GARAGE ENTRY rot TOTAL 563 2OFro LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART l 1611 DEEP SECTION CLEAR SPAN CONCRETE U LINTEL "POWER" STEEL "POWER" STEEL BOX LINTEL 1' - 6" 4981 PLF ( UNFILLED) 1010 PLF L-2 S865 PLF 2' - 2" 3435 PLF ( UNFILLED) 6626 PLF L-2 6830 PLF 2' - 8" 27T1 PLF ( UNFILLED) 5296 PLF L-2 5549 PLF 3' -2" 2332 PLF ( UNFILLED) 4508 PLF L-2 4613 PLF 4'- 0" 1835 PLF ( UNFILLED) 3535 PLF L-2 3699 PLF 4' - 6" 1624 PLF ( UNFILLED) 3154 PLF L-2 3288 PLF 5' - 2" 2139 PLF » 2146 PLF L-2 « 2864 PLF « W - 2" 2211 PLF « 22W PLF L-2 - 2400 PLF » 1' - 0" 1981 PLF « 2025 PLF L-2 » 2114 PLF « W - O" 1123 PLF » 1168 PLF L-2 - 2213 PLF » 9' - 2" 148% PLF « 1545 PLF L-2 - 1984 PLF « 10' - O" 1354 PLF « 1414 PLF L-2 - ISIS PLF « 10' - 8" 1211 PLF « 1325 PLF L-2 - 1110 PLF » II' - 2" 1200 PLF » 1230 PLF L-2 » 162S PLF » 12' - 0" 1109 PLF « 1118 PLF L-2 « 1515 PLF « 12' - 8" 1044 PLF » 1116 PLF L-2 •• 1436 PLF » 13' - 4" 1398 PLF » P 1381 PLF L-2 « SL - 1 1364 PLF » 14' - 0" 1321 PLF » P 1321 PLF L-2 « 8L - I 12SS PLF « I6' - D" 1152 PLF » P 1048 PLF L-2 « SL - 1 1131 PLF « IB' - 0" 1016 PLF » P 828 PLF L-2 - SL - I S60 PLF « 18' - 8" S-M PLF » P T70 PLF L-2 » SL - I 893 PLF » 20' - O" 816 PLF « P 629 PLF L-2 - SL - 1 184 PLF - 22' - 8" 189 PLF - P 523 PLF L-2 - SL - 1 606 PLF - « - DENOTES 05 REBAR X CONT. PLACED IN BOTTOM COURSE AND IV' DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. « P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT. PLACED IN BOTTOM COURSE 4 1&" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 8" X S" X I6" KNOCK OUT BLOCK TOP COARSE WITH I O5 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS r.-; J / BOX STEEL LINTELS OVER ALL WINDOW iREQUff AND DOOR OPENINGS, NO G5 REBAR �+ IRED ON BEAMS UP TO 24'0" WITH NO MORE THAN 6061-158 PLF OPTIONAL POWER BOX LINTEL DETAIL 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL all REBAR TIED TO ALL VERTICAL RODS •/ 8" PRECAST LINTEL BLOCK OVER ALL OPENINGS, I EACH o. N5 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 5'2" OPTIONAL STANDARD PRECAST DETAIL 4" CONCRETE SLAB MIN, 3000 PSI OVER TREATED COMPACTED �OxrO 10/10 WU (OR EQUAL) 2-05 REBAR TIE ON CHAIRS DRILL I"X6" HOLE INTO EXISTING WALLS 24" OC AND EPDXY 05 REBAR FROM NEW BLOCK WALL INTO EXISTING BLOCK WALL. REBAR TO BE 12" LONG WITH 6" INTO EXISTING WALL 6" IN NEW BLOCK WALL �m 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS r+: 8" X 8" X 16" KNOCK OUT BLOCK OVER POWER STEEL LINTELS, WITH I EACH 45 REBAR IN THIS COARSE WHEN SPAN OF LINTEL IS OVER 12'4" OPTIONAL POWER STEEL LINTEL DETAIL HORIZONTAL LINTEL *5 REBAR HOOK LAPS MINIMUM IO" WI H 2 TIES N 1 FOOTER 05 REBAR ROD CHAIRS -%� 27 TYPICAL PORCH MONOLITHIC FOOTER DRILL I" X 6" HOLE INTO EXISTING BOND BEAM AND EPDXY 45 REBAR FROM NEW BOND BEAM INTO EXISTING BOND BEAM, EXISTING WALL DRILL 1" X 6" HOLE INTO EXISTING FOOTINGS AND EPDXY 05 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS REBAR LAP DETAILS 05 VERTICAL ROD TIED AT TOP AN BOTTOM AND AT EACH ROD IN BETWEEN NEW WALL NEW BLOCK WALL TO EXISTING WALL DETAIL 513' l V2" FOUNDATION 4 FLU SING FLAN 1/ " = 11 OII ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT APPROVAL FROM ENGINEER OF RECORD. VS FROM FOOTINGS OF WALL. PLACED AS 1 HEREBY CERTIFY THAT I HAVE REVIBJIED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF TI4E FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 200% SUPPLEMENTS _ q. T.L. HANSON P.E. LICENSE NO. 38654 P.O. BOX 1128, DADE CITY, FL 33526 ti N Z V h � Z (n W N W QLO N a Z �. M M Q � Im E5 Qjr LL LLJ Z 0 G 0 N tN O a N N = V C4 N In N LAJ a < m M W W a V N LL W LL c+1 to :z ij m V% c4 Ul N � Z 0. U1 111 o _p Z O wZ �LL o Z� �zh z Z Ll 15Z oV i � 3: Z U z- :3w d zZ lz5 4* O 111 C4 � N �n m Q _0 N 03 O 0 QtL o O z Q Q O � uwn— Q zv0 ED u— n� Z O � Q ADDITION LIVING 160 SCREEN PORCH 341 GARAGE ENTRY 62 TOTAL 563 pG 30r-ro 2 X 4 NAILER$ TYP USSES BELOW SHEATHED :IOR TO VALLEY FRAMING iTALLATION 6 02 YELLOW PINE -LEY FRAMING TYP, COMMON TRUSS 2 X 8 02 YELLOW PINE RIDGE BEAM TYP. VERT SCAB CONT, 2 X 4 NAILER TYP _ 2- 16D NAILS PER TRUSS BEVEL CUT TYP 2 X 8 02 YELLOW PINE RIDGE BEAM TYP. 2 X 4 CONT SIMPSON H3 FRAMING ANCHOR TYP, r-- ROOF SHEATHING 4- 160 TOE NAILS RIDGE BOARD END UPS RT3 OR SIMPSON W3 HURR STRAP 48" OC TYP, SECTION "A" - "A" 2 X 4 VERTICAL SCAB ® 48" OC MAX CONN, W/ 4 I&D NAILS 6 TOP 4 USP RT3 OR SIMPSON H3 HURR CLIP AT BOTTOM 2 X 6 02 YELLOW PINE �- RAFTER * 24" oc UPS RT3 OR SIMPSON H3 HURR STRAP * 48° OC TYP, ROOF VALLEY DETAIL TYPICAL CONY FRAME VALLEY DETAIL ALL CONNECTOR$ ON VALLEY FRAMING DETAIL HAVE BEEN REVIEWED AND SIZED FOR COMBINE UPLIFT, SHEAR AND LATERAL LOADS ROOF EDGE - ------------------- - - ------------------- F---- O �\ j p10 p 22 t \ j\ ---------•-------------•-•--------- � \ o o I 5 O" O ' 2O RIDGE j 2 -- -------- ---------------------I-•--- S i I —.— 2 A------------ --T—O -- — P— —-------- t---- � 5� O�, 0 I O I 02 I GABLE END PARTIAL ROOF PLAN PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE UPS RT3 OR SIMPSON H3 HURR STRAP EACH END PER APA TECHNICAL NOTE R215A. 16" - 24" INCH PANELS ZONE Q 8D RING SHANK NAILS AT 6" OC AT ALL EDGES DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH 8D RING SHANK NAILS AT 12" OC INTERMEDIATE PANEL. NONE REQUIRED AT RIDGE, OR HIP. 12" - 16" LUMBER SD RING SHANK NAILS AT 6" CC, 4 OC AT ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ZONE Q2 ® ROOF EDGES, RIDGE LINES, OR GABLE END WALL ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT NOTE: END JOINTS FOR SHEATHING SHALL BE RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING STAGGERED AND OCCUR OVER A FRAMING (2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES MEMBER ROOF SHEATHING NAILING DETAIL NOT TO SCALE ROOF FRAMING FLAN 1/4" = V 011 ALL NEW WALLS ACT AS SHEAR WALLS I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER I&, SECTION Ib09 OF 114E FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASfEBT SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 20111111 q Q T.L HANSON P.E. LICENSE NO. 386,54 P.O. BOX 1128, DADE CITY, FL 33529, O Z N Z U) Ln ts, W Q M N in N IL M (Z y. M Q vima� LLJ OD p M jr G W ff$ 0 O�`' � 0 LL. 2 � O Q y M di 3 0 v N J O Z ON O LNA Z M"I O M LLJ LN G V S2 N LL W LL OL O O CA @MAI O o z z oa z O uatE zz 0�° zluZmo� U Zz a UJI 40Lu O m U.l 4 z O N Q� O � � r- N ED O z o LU Z o a � v! zv0 O � �nn Q 1L- Lu N ADDITION LIVING 160 SCREEN PORCH 341 GARAGE ENTRY 162 TOTAL 563 4OFro GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS T.L. MANSON 4 ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL ENGINEERING COMPANY- HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS FLOORS, LIVE LOADS - 40 P.S.F. DEAD LOADS - 10 P.S.F. GARAGE SLAB: LIVE LOADS - 50 P.S.F. DEAD LOADS - 10 P.S.F. ROOF, LIVE LOADS (TRUSS TOP CORD) - 20 P.S.F., DEAD LOADS (TRUSS TOP CORP) - 10 P.S.F. 18 P.S.F. WHEN TILE ROOF INSTALLED DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.S.F. WIND DESIGN ASSUMPTIONS: WIND SPEED 120 MPH BUILDING EXPOSURE - B BUILDING IMPORTANCE FACTOR - 1.0 MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT - 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - • / - 0.18 COMPONETS 4 CLADDING POP ROOF - 14AV-50.1 WALL - 25.S/-34.1 OVER HANG - -81.2 STUCCO TNICKNES: OVER FRAME GABLE 'lib" STUCCO OVER FELT BACKED GALV LATH OVER MASONARY WALL 1/2" 2 COAT STUCCO GABLE ENDS WITH SIDING BACK WITH 015 FELT SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING T.L. HANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING T.L. 14ANOON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION 4 SLAB - ON- GRADE NOTES : BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS-. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F, FOUNDATION LOADING. SLAB SHALL BE PLACE OVER A b MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.F. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615. LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR •5 REBAR , 30" FOR •6 REBAR 4 35" FOR I REBAR PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS MASONRY WALLS: CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I. MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR S REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR o5 REBAR 30" FOR 06 REBAR AND 35" FOR •l REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 P.6,1, ( WHEN TESTED PER ASTM C-101% ) PROVIDE CLEAN OUT OPENINGS ( 12 90. IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE SHALL STATE, (PER FBC R320.1) THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY. A SIGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320.1.1) INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.2.) ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1-2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT (PER FBC R320.1.3) A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320.1,4) ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBC R320.1,5) EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R320.1.6) AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320,1.6) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING SIDE WALLS (PER FBC R320.1) PRE-ENG, TRUSSES SIMPSON HIO W/ a - Bd TO TRUSS 4 TO BEAM SIMPSON AC4 MAX POST TO BEAM ANCHOR 14- 16D NAILS TO POST AND WISP NAILS TO BEAM 4 X 4 P.T. WOOD POST SIMPSON A5U44 W/ 12 - I" COMMONS TO POST - (1) 5/8" X 6" REDHEAD EXPANSION BOLT SCREEN PORCH POST /_BEAM DETAIL NOT TO SCALE AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS PER (FBC R320.8.3.) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS- PAINT AND DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN b" TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104) EXTERIOR WINDOWS 4 DOORS: ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER L5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES SPECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL, IN ACCORDANCE WITH CHAPTER 411.003 (2) lU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO.26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE ( FBC 2004 R309.1.1.) SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING (1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMBLIES (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE , THAT MEETS ALL OF THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 50. FT. (13) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES, DRAFTSTOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMBLEY IS BROKEN UP INTO TWO OR MORE APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 SQ,FT. ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 $0, FT. AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30" INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION M1305,1.3 TIMBER MATERIALS: ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS, LVL BEAMS SHALL BE (1.SE) MCALLISTER LVL MATERIALS MANUFACTURED BY TRUSS JOIST MACMILLAN (OR EQUAL) LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES ,POST, STUDS PACKS AND BEAMS SHALL BE 02 YELLOW PINE (OR BETTER) EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER) ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16" 00. ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'0" AND NAILED 4" OC WITH 120 COMMON NAILS PSL POST SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURES BY TRUSSJOIST MACMILLAN (OR EQUAL). SEE POST SUPPORT TABLE FOR LOAD VALUES. EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16" O.S.B. ( 2-M-W RATING) NAILED WITH 8D NAILS SPACE AT 3" OC ALONG ALL HORIZONTAL JOINTS AND EDGES, 6" OC ALONG ALL VERTICAL JOINTS AND EDGES AND 12" OC ALONG ALL INTERMEDIATE STUDS AT OPENINGS 5'0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON LSTA24 STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION WITH USP OR SIMPSON HTT* TENSION TIE, INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-11 INSULATION ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT20M TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS) ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION. TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS THE ENGINEER OF RECORD IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT GARAGE: NO OPENING SHALL BE PERMITTED FROM GARAGE INTO A SLEEPING ROOM, OTHER OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL HAVE A DOOR ( MIN 1 3/8" THICK) OF SOLID WOOD. SOLID OR HONEYCOMB CORE STEEL OR 20 MINUTE FIRE RATED. WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE A MIN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL HABITABLE ROOMS ABOVE BY MIN, 5/8" TYPE X GYPSUM BOARD IN COMPLIANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION R30S PRE-ENG. TRUSSES SIMPSON HIO W/ a - ad TO TRUSS 4 TO BEAM SEE FLOOR PLAN SIMPSON AC4 MAX POST TO BEAM ANCHOR 14- 16D NAILS TO POST AND 14-I&D NAILS TO BEAM 4 X 4 P.T. WOOD POST 16"XI6"XI6" BLOCK PIER WITH (2) I5 VERTICAL RODS TIED TO STEEL AT FOOTINGS SIMPSON ASU44 W/ 12 - Ibd COMMONS TO POST - (U 5/8" X b" REDHEAD EXPANSION BOLT SLAB GARAGE ENTRY POST / BEAM DETAIL NOT TO SCALE ro 1/2" CDX OR Vi6" OSB ROOF SHEATHING NAILED 6" OC ON ALL EDGES AND IN THE FIELD WITH SD NAILS, USE STEEL PLYCLIPS AND 015 FELT WITH SHINGLES, RIDGE VENT AS REQUIRED USE (1) SIMPSON HETA20 STRAP AT ONE SIDE OF ALL RAFTERS AT BLOCK WALL, FILL NAIL HOLES WITH IODX 1 1/2" NAILS, I i� mom -� 1- �- MIME M■ NMI= E- ME .E m■ WR'M iMMMINVIEE -m_mm- ■-MMIllmm■ 2X4 SUS FASCIA WITH ALUMINUM SOFFIT AND FASCIA 05 VERTICAL REBAR FROM FOOTINGS TO TOP OF WALL. REBAR LAPS MINIMUM 25" BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE BREAK HOLE IN TOP COARSE OF BLOCK AND FILL CELLS �- WITH CONCRETE BLOCK FILL OPENING DETAIL MASONRY METAL WALL TIE AT EACH COARSE, 4 2X8 P.T. PLATE BOLTED TO TOP OF BOND BEAM WITH 1/2" X 6" 5ALLOON 5LOCK WALL DETAIL (2) 2X8 02 PINE RIDGE BEAM (3) 16D NAILS AT EACH `tER TO RIDGE BEAM 1/2" CEILING TYPE GYPSUM BOARD KNOCK OUT LINTEL BLOCK WITH (1) 05 HORIZONTAL REBAR TIED TO VERTICAL REBAR 3/4" P,T, FURING AND 3/4" TUFF R INSULATION BOARD (R 4,5) AND 1/2" GYPSUM WALL BOARD TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL NOT TO SCALE SIMPSON LSTA15 FLAT STRAP OVER TOP OF RIDGE BEAM ON TO TOP OF EACH RAFTER WITH (12) 100 X 1 1/2" NAILS 2X6 02 PINE RAFTERS 24" OC MIN R-22 INSULATION IN ALL ATTIC AREAS DOUBLE STUD PACK IN WALL FROM SLAB TO BOTTOM OF RIDGE BEAM, STRAP RIDGE BEAM TO POST WITH (1) SIMPSON MSTA24 FLAT STRAP AT EACH SIDE AND ANCHOR STUD PACK TO SLAB WITH (1) SIMPSON LTT205 ANCHOR WITH 5/8"X4" REDHEAD EXPANSION BOLT, AND FILL NAIL HOLES IN ALL ANCHORS WITH IODX 1 1/2" NAILS EXISTING FOOTINGS OF HOUSE WHERE WALL WAS REMOVED WILL SUPPORT RIDGE BEAM 16'5<12" MONO FOOTINGS WITH (2) 05 REBAR ON CHAIRS HOUSE CUT WALL SECTION DETAIL ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING .09'1XI 3/8" T- NAILS MAXIMUM 10" OC, CAULK DOOR FRAME PER 1 MANUFACTURES RECOMMENI NOT TO SCALE r SECURING PREHUNG TO SUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AMM nnna .IAt-M BLOCK DOOR ATTACHMENT DETAIL O 0 CHART TINGLE :�WS SILL SEE LINTEL CHART ALUMINUM SINGLE HUNG WINDOWS MASONRY SILL SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR ATTACH MINIMUM 3/4" P.T. BUCK STRIP YOUR JOB LOCATION. ALL ANCHOR SCREWS THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF WINDOW FRAME USING .OSl X 1 3/8" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" T- NAILS MAXIMUM 10" OC SPACE BETWEEN BUCK AND WINDOW FRAME CAULKED WINDOW PER YC WINDOW MANUFACTURES S RECOMMENDATIONS TO M LOAD AND COMPRESSIOls FOR YOUR JOB LOCATION BLOCK WINDOW ATTACHMENT DETAIL I HEREBY CERTIFY THAT 1 NAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 2009 SUPPLEMENTS ciZ.5 (oal T.L. HANSON P.E. LICENSE NO, 38654 P.O. BOX M28, DADE CITY, FL 33526 O h N O Z N 0 Z N>'tp � W Q N 0 z�Mco W OO Q 0 OO uj O $_� mi h }W} O V N 3 = N _j Z�a� Z -4 M W W 0 W IL LL O O M t� w o� Xm m z z �'}N to cA cn Z z °' z z U 7 Z0 lU 0.- �z aQ U 'nw z d F- z W 06 0 - N m Fw- Q _O U1 a Q� 0 Ill O 3 z E °hQ Q Q O � Q w^� U p 7 Z Q �. Q Q N ADDITION LIVING lro0 SCREEN FORCH 341 GARAGE ENTRY 162 TOTAL 563 FIG 5 of= MECHANICAL FLAN 1/411 _ 11 o11 THE CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING IF THE EXISTING AIR UNIT CAN HANDLE ADDITIONAL LOAD FROM ADDITION PRODCUT CATEGORY APPROVED PRODCUT LIST SUB CATEGORY MANUFACTURER STATE APPROVALFL* STRUCTURAL COMPONET HETA20 SIMPSON FL 11413 HIO FL 10456 MSTA30 FL 10852 LTSI2 FL 10456 MTSMI6 FL 11413 LSTA15 FL 10852 LTT205 FL 11496 LINTEL BOX POUTERS STEEL INC FL 11383.1 DOOR HEADER WEKIWA CONCRETE FL 1418 R-2 EXTERIOR DOORS SWINGING PLAST PRO FL 4164.1 ROOFING ASPHALT GAF FL 10124.1 015 OR 030 FELT ATLAS ROOFING FL 4064.1 SINGLE HUNG FLORIDA EXTRUDERS INC FL 9262.1 WINDOWS MILESTONE WDW SOFFIT t FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 ELECTRICAL LEGEND 220 V G.F.I. Ito V FAULT as ONCHANDLER(b J GROUND RECEPTACLE SWITCH A.F,i. 110 V o 0 0 VANITY LIGHT (� Ito V "-" ARC FAULT RECEPTACLE TRACK LIGHT WP 110 V �f-� WATERPROOF CEILING FAN � EXTERIOR DBL FLOOD (D OUTLET IIOV LIGHT CAN BE CEILING FLUORESCENT OR WALL (TYP) CEILING FAN W/ LIGHT FIXTURE SMOKE DETECTOR O CAN/ BALL FIXTURE �p WALL SCONCE ®IIOV 50 CFM'S ==. ELECTRICAL PANEL BATH FAN Q BATH FAN TELEVISION LIGHT COMBO D.B.C. D.B.B. MM MULTI MEDIA ® PHONE CAT 5 IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. I HEREBY CERTIFY THAT. 1 HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 2009 SUPPLEMENTS T.L. HANSON P.E. LICENSE NO. 396B4 P.O, BOX 1128, DADE CITY, FL 33526 0 ti N O Z !V O Z (A Lf) toW Q � N 0 N CD >. M M Q Wp � W am) � � U. O v _j C4 Q H Z 00 Q � M O M LU LaJ o 0 — J. ul LL O 0 m O Xm m U N a z z N �_� O wLLo� zz o;, z Lu Z O V U zz —1 w � d zz c, m F- 0 W Q) � O (p 0 ' z Q Q u- A �v0 Q Q ,ADDITION LIVING 160 SCREEN PORCH 341 GARAGE ENTRY 62 TOTAL 563 ro Or- ro �iI�YIYiYYiI NAN YA PLASTICS CORP. 0 r PLASTPRO INC. 9 PEACH TREE HILL ROAD 3 ` LIVINGST N NEW JERSEY 07039 FRAME IDTH- 3%.50"NAX. t 1�. r i Ml3nderlaytiient. Standard Slope-4/1F (333mmim) 6r moYe l� Underisytnent Low Slope if -4.112 i6imm-339Ta;rtJmi "1 a 6 V Application of under)aymeq Cover deck wth one hayerof undarlaymand Installed v6tfunit Appiigadap bf gdQEdapmegt and have Oa;tiin0. orllplBiety goner the deck faith itto { g . �° 1;F tyTmklas. 11s my erica ii naps in hold vndedaymee d lit ace,uilbf.cgvered. b shingles; layers of a MedavmanYas stlaim. rise only Enqugh nails to fi }Id underlay i eat in { ace P rati DISTINCTION SERIES +' atpplii" Ian o mile rd" Le k Basra¢ eavg ilit!L4 such ea s Materials ad by pn We$thar umil epvered.6yslnngles. UsE b)md nallla iu[,e. , flasin firs. Ae ¢ayes and rSholi: Gbatms a F Wall Rlasltin (Sio ed RooftoVerticdl Wal! Ghtrnn Flashing s y „ ! Ylrttcfi, qr Storn16uRrd Leak Barrier In IDahtles:where Teaks may be;t aused by water t ackrngg hG gXpaDlBd,.Us9 pro layftr Oi GAS Materials Cpfppragpn WBatherWatrl> oTStgrmOuard Leak g p } eY 5 OPAQUE /y up behuid Ice or:debiis dams• Eaua flushing most overhang the Foot :edgy by 318' (1(Imin 112 Barrid. have .tla8titng must overhang fire turf ed e bv' 0i8 10hoil) and extena.74' Gipilinl) � � V PA V E FIBERGLASS �y /� �yR Z ';f :• e4isid94" G10mm bC dndNlelnsidewallfirm �. warm DOOR { ) Y 11Bygrlli t{re lnstde wa1111iIC. Where ice darns or de is ifafns are out expected. install lilies ,),ImJ '.f 'slariq. lugneae« I N Shlgglehlated9rldatiayfnent. " ^g aw a INSWINGOUTSWtNG ° t . ,,AV d• 111ipn11n} E>ri'. ass ta,� hrlq .L.; _ - y� _ �,,.• t.mt•dtniln .... "Pia 'n Mwd eau::,ai z Vtcathar:Waip,. S'iia7nunji.#n. { npmsn,i rfapoS�gH:Mn z�rTaas. .. WVittt4t=r Wa - , OLU am,a C� f1A Ile mum GaP ,... .. f e 5ta•mf3ga'd'' (.inrtq io i(Et2fin n} ... .d'" Di'$b mGrn.. ., . p . n;ae. F,r iaw4ralopes:z2 nor is ,� -� -Leak Barre+. '1P" t)a,un •,.: „,gr'.N^_,nan, C N O % 1 GENERALNOTES ��Q ■+/ N �. - 3a b � �/` 1n tfyYlr; notrove: Geai siia?rl�l "tip -.- F - i=j � ,rZ ZQw (� ' All shee45 ale 36" i914mm. - n : adrvn T a3FL ma'" .¢ Y 1 I. This product has been evo uated and is in compliance with the 21y37 Z lYi M A. shy+ e lddt - r _ ) re Add 36', (It4a"t - f i,11 Fb'do Building COce (FBC) shuctural requirements excludng the Q a• (st„ea} s,dn Lap Nam; yte,Nafw .,: �` . - k dtwxys,. - I ,a niwbir$i Aw Iv Nee ia "fth velocity Hurricane Zone" (HVHZi. Z $ :. �-' �..... dtgetktme`i1. to fde3,dfnl ' <. < tZ� ;. 4' (t02m;n} Era Lapp- .. 1a Pt': Ate.. -� n • O D M Rglid:dap odHe� -! RmfinH f:Fliietd paced as 511bwn on deals. x k � � a � W w t. anlaaag3, c. ?odudoncho shoSaiinledands r Alor:gHk9,Piede AlnrgsavesPUlw,derktyvuavn a18"f90rmn}RaWgy&m;snp °i`kv .. y'c Anchor embedmert'(obase material shall bebeyond wall dres3ing QM SU1 a,ot or stucco. O Annou;-... /'''a - _: .. - - .. - - - - _ . - .. 3- When used in areas requfdngvrird borne debrs prefecfwn this 8 $ Z ncing Fastening �/77p1"t7il '�'/ 77e17 S Q! 1 10 Valley Construction Cldsed Cut �� Valley Goristrueti&n 1�pen Q C Starter Course First Course V "*--,w.._- tcovering, This product meets s missile level d does not1 productedin are were Sec requreanimpaatresistonf ■, AD 2 Apply as shown: Start and. cgUtinue, Ndh 1ull:shNglas lard, fotJayl . ,lhs 8tader course'. ::Sninglas hiag#ie ...:6gnlnNarorsl-.:. .naa�,ti ;a. 'D" anJ inb-ide.5 Wind Zone 4 as defined in TM l996. _.. Glec„wrlua:uixcraa- andatntl:. _-v.,-x^^-wa,..,...�.a,amwiwalas•-m. _ AS E ■ ..:}' 11MBERL INE: ... ... - laid lr4in latt;aro r hi' r right ht to.lslt, T]p NOj la stile Iess[raI id uP tfla ftipf SlDP9ttd'S a wavdn'tvaHe :. .. , • ; -.�KJ.,. 2 g ,)' ?9.:...,, g,. ...... ire ars.:dmn : -::. __:: . r :. $tB,A et e�#t9r tek8 oiid matalrmwm¢ -_,. _... M,+w ... ,.,,,__ -:__" ife'N"t°, ei ran a. N fb eau ¢'wit cause an inconBetcobr blend en the roof ared ma • dama e'me snir lest. r r se as s r J 1� SOV-EMG14 fay pi-E+thut a,echort Lu•+saitam ,i p 1 g 19 1>,k�a'a,�t.a*r-\rim, -'�- ;,..-;_::;' t m.',� .r am+ 4. ForN slid framng conshuction, ancrrcArig of-hese units shall be the �;:.` some asthotshown for 2xbickmasonry construction. .a' v. alg4a g ai"nw5m,q; SERIES 3-iAB S f �fIlCES h� Try -' �a 'ta` N ARCHITECTURAL SHINGLES >l�H Ft H - ..--j1'�"^^`:. M�.aaq'Y.t*Ma+t t A5 '19vaM 1E'W-1N _ Al ' V1\ ,U:NkhlaYnad "etdn{Tde„: ale r'aRrrbomu44 '". .,.. nib 1TLla.;aai, rmaa,aB,caF.gA t :.` = - "� cl ,xa�a„a,:Nal 'ldea°"rit"c,'";r�� - aw59� ` "su•.::�v"°ten 5. site conditions the` collate from the details of this dra•r✓ing require tddse Wn.%47a17a0'caa^ -.: taerlruaRrea —., .. _ F�-�-- "�.:-"""-'-'i-ti Ar. f ' :. . _ t_ .. , aN,n� ew„•-: •"--- . '�, ...0 raa; •Yl y .,. +a+ar..su4w � Further engineering analysis ay a licensed engineer or registered N Fwnw ankntwfrid ra31aia1`a -• r. - ....:- A. I,R� d �4 ._- �� ,nmdi r,�_... _�� :'; otChlecf. /A/� 'la■r gF ,ndi„a a{ °d,190 PIA shi gie a,a.:ptgmmf. F k tbh ` W Q Z Io Un:kalat t Loa 9 ch �•.N, j/� °' and Zak rip' ':s \rk a = adJn W.um z a' r T al.Vb at:r�e4 - W olhdr-lR a LTdm ,)tv am r Pro as at'p. age a,rx ^Kronlf'iroami,n N aY o', avr11 1 M f r.u' tr .. : 6',p • -' : "�,i Cpn7lms I ap "' ,9' �]r•! 1 /�y/ . � !ad rea wi.jsu r I a' .. . a .• - 4.A,.as i Bi■ri Tit Probiem.. _ - snmgl 9^anYaaca TABLE OFCONfENiS Qo :, _ 6'( 52 1 4 shown h',d.4 71khn(m 4 ,a2r„m)-n .a.a saniaafcaw w,e,wrda SHEElR D•ESCRIPi10N _.., ... .. ...�,ahugta pcaaaE•L:am) srr,ilronm2lsi L Dt4ERALL - C3 j .:.. .. ct,4oaro#hdlMaaLiad 'm km;rnhr-.emm,.ana 1 T>picalelewlorkdesigrpressures, generd.notesEssLffri:t, . 'C0��.r5 & , w ;A4�. .. r=r•.wanm,daa 2 OaorPanetoetnis $f ii� t ': BrRYd tore 9 5 08 W '" . 3 Haizontdaesasctom - EJSrSI I:;i ;' .i#JIfYL " }8C,a4Tt.V'E' sake N.T.S. y Precautionary Ngfes.- Re-Rgoffn .... . - a vetcacro s:ciens nvc By., 07 „n.0 r _. .. • . , I . - _ v :: 1 gi t n: - :. ....... I ubsa di M . II--lfin- INSW .: - �. Tmbarlir(tl Saric3 shalgfes are t bel)rass,:self seag tg asphalt sillrgles: Because Ht the hahrfal It otd as ha tsh nglea Ira o lem®n l glees, nadAgwn grcutawzy al t i . ep os tig9 +:. B xE ba n LNG 37,50 x 8200 +a$.O 70.0 : of- II- S and home � zkbuckmasonryconstruction cWc as LFS 1application - --' -` :bharachlnshcs:Rf1he1Gah`.UB)I water Pro frnDmatadulused,dese_shl lesIAIIbesoftInGolii g18s;feP�are-vnth'ReIY,a ustGaforeapp fllgthanavFragB sweep the surface.. clean. d. oosq Most major 5hi Ie mantJfaGtUrel•S lnStnlGtfoilS too .l7(�' )d weather and flexible III hot.009 or, R IC " ulmt nla-Slid(y tiimu ti the dewSh1� 18s +U8 5Gte the-:hrMeilyl s(hngle`s d Fmme crct,oring • IX iwck an nolny.consiruct'on alwina3 r+a.: 1 p... ,. wily 7.: yy f • Bundles should rottie rim F bd on ad u r s11au - tt 1 be n ode' u taperers hi lest b prbvlde a. muotll slabs; Fas n l$ bn ist br bTs ttGeriffen to eri Uute;lfie Ybbd "decR at least 1 Bpi of mate ds ace ne is OUTSWING 37.50" x E 0.37" +b5-0 d5-0 i i-5t8<. i ) Secmnfi Course, Th Aid tiMni6i: ? fi ..p no ida Bmin t par ng Y p s w : ........ ._ . 8th .:P a mpa for fastener lacerrrent +� Ti hi t r moth shingles s hr aka u acrid Drot�erhu rites. 3/4.19nor. nnustlhreu h wtuB.Folloty therabovelnstrucbtan ors ttxiipn. t p Start arid continua ssgot}d coots¢ aSshavn, Trim B {152Tun} from tlFe.end flf ih Tnm.:1T (2-c9mit) f DI T the rat s fg)e n the course then cu Itlnue i fulls iris e. g.. y 9B R (- _ .1 1. " ' a ""-' - • - - 2.Handlecaselull-'.Shin does be III enenroldtioatherarthsued es'damz edlnh t otaShm lest a Ned averwglldshin fesw n ie.autlonshflvatGeentaku to ran C -' — >... shingle.PosnlDniftesbinglesoothesAeondanU3ytsequentcoucsesflrFsbwtthihzuips acrossYueroot 5 p ..:..,,.y 9. e p N ,.,. p, pgp9 '1 • Warran denial for glow -offs -based on fastening atterns- Dt to ,�r a tlald . rt' reSGlts to n " i27mm a r a Ed tfnri`e ai tt oil widthshin lest weather an accEpta5t8 5rtwoth sptiaea. Thjs tnCludes cutting beer gid shmgies at_$aves and rak8s, and '< - _ .� p a .rd is ; IS S,(. ) repast r n _ 't _i. _^• `... ' g•. 3. All bsedmaterialsm e. of "st Ili -new an ed in sn sasneed¢$. a, sb rR-smoo[handus�' - eiedwoodstri s- - - across ihB roof. Slake a ohaik ime ah tut eve G courses tp cheek a1161 ah nmem with A P; ._,_,. vale b.,, o .,1, Class A type........... Install, a 09 .rid g even when the real roblem is material defect! - ,{ '� - �` g rt ffe 4. Stn age 8hquld be 1n a goner ; v9ntFlated arBa i7raximum_tem rature t0°r A3`G. Store A I. _ . Instaft ?30 undscla mere;u mamtafn Glass is rani . p eaves. NOTC.ShmglEs may -be lal�zirpm edher $d t� L )) SazY y 0 9n list: surface and .use, weight equali;aBhn.boards It pallets areL'to a double stacked.. - - - left or ii hi hart sI e. Stan , t eitrler take P „r,•. I d 7 ... - 1 .... 0 ...... .......:. .... ,,,,. .. •..: _. ,till I nst be rD elf fr i " • h run: o 's - r a r r r _ Will 4 ex e . W .. o the LIMITED AHiY sla : - , „, .. ....__.. ...,.,,.._. S iR us TrJ t sd_ Rrf. Neat of v,1 . st I'qd at 4 Its. bo RHS-afire t a slag n .TN.s trod a4 t5 sgkl aq Pass LIMNED AfltigNiY.. A d„ TFpWAttH U^9 . officialsand consultants who are assuri corn hartce with what ..,, a SPY , --a-- n _ Installation rejections... by code o edgev(Rh shmgleS having 6 {t52mnU _ sw . es r rs d:- su l ll r FI s 1ar P5 9r6t rBstratdgs a an a Loq I a< 4dlddmn r n be MIAM iiom GAF Materials Co etkn a dt .. : ... x._ _ pip ad eta , at , or m n IghL A o ed p rod must be'stored an end . P Ar pie . �pyy pm v Lt; trirtimedfrtim'rake. .•,.: .;:x�=;'., irtati.gal:doar Ally dilvlM„10 lrnrn prinlAd instfitrcals shallbeiac fAspansibiAlY nT ap�licir0iaM1d 4peeiliar. _ s• ; are overly restrictive manufacturer application directives t•. ' o _ w i ft4P0R-mNT: Hepafr leak§ romptty tb avoid adverse e0eits. budiding maid rowth. C W4 GAf78atarlals lzer oration ENGLISIMATIONALf22933 is Mandatory removal and re -application of shingles�-costing time andThe 00111tion.. money p p g P • :- g =nm� /qjr(/�� j��rt .Fla:. severe � � �^�j-�j\� s a Ti�� P�f/�Ir l'1,!/ t ! 'I 'FW `.ahi'tdit \.! � a '� y 'Si VtX TMriaah�at Triirmaa5tanal¢'s f_- y Q GAPS expanded approved Will these expanded fastener options a•(;s n TYP. HEAD JAMBS � ; fastener placement area adversely affect wind uplift resistance? - (See reverse for details), �i lit SEE NOTE I i Buox Fourth and Remainin Courses Hlp:end Ridge -- { •q • 3 g 1 resulting in: S Trim 77" 4;2 Inni} loom K st shi gle m the,cbu se, thyn continue tall shFagles'aiiross For strigle layer apphCabon, use lip and edge sMngles a it apptq as shatyni Ta enhance -TYP. HEAD & 8 _ • - ' ' ''the roof: ttth and subsequent courses repeat full shingle instructions train Mop'3. appsaranoe, use GAP 11M8ERTE ',(one bundle ai TIN18EfiiEX='Hip S (11pgB gdJerS 24 fi(i- 2X : JAMBS - -- z • Greater flexibility UL testrn# (U1997) cenc/usively proves that, y poi . o f; BUCK yfc_ #� # j 3 eattLs.1nilula, daess;oIPera, PhanofslrcersniT sii;t`e.FbreAfiahaiii With 1` t [ start wrt4 p/pla• fleckness.� pt recut M 8 RidIle shoo les,anil continua rertralnder rom in fastener placement - Fri mco ae rlcuhle tluckness- Fasten m same nannsr as smgte appticatlnn slinwn Apply Idfs away lrum FRAME _� n jr�� .. -- - GAF nel� expanded fastener pl,cemenf FUASN:1Ple prevailing .vrinddirer;don. e ¢ » U� �a ,I • while maintaining highest qualify will NOT adversely affect wind resistance 'I'ar;nceT„aldr # `�:� - s(zrrbl:Mla,;re OPEtOsNG— MASONRY-- i 1_&+n .. } Effia►elflt installation i a - - w �Q Reduced risk of unneeessa tiAF's Fong fertn fed ex�er[ence mapr�pa tyg�o T,M3Rtx { W Supports the conclusions of Ut 7 testing � � OPENING _ v 6 � and costly rewo r pp - g cHaaraen a Hry HRdge Hipt Rdo. a am mU , a � • "Nna SSR48n'ritt ;,' e" - .. �� Zia 9Nnpie 5t Lf21pmt I Y t^?xMy hrn, Mgt±. aarw3wd N2if5la+8�it43mml i ilpm ti¢flala ann-. 1^j2y1vi1) f:,m ¢age T:krrrca Shirkfe. ) • . a r "`Qaati y Yr#tit an irttal inca l y..lrs tit ri s's �rg t Roor att�fi �tt�reT , a BUCK ANCHORWG fPAME ANCHORING n<�sorvY 2k buck ca�srrucfion GAF MATFR Al S iFNGE JAMB CURPORhT ONt STRIKE JAMS o a'i t �? 2i �(8� y, i3 r� t NOTES: 31 r' 4ISO- 1� . 1/4" Elco concrete screws anchoring 2x buck require a minimum I"clearance to masonry edges: a i-1/4'mini7num ° } , embedment o!,d a minimum 4" c eorance fa adjacent concrete sere s. Substitution of civet coxrete screws ram a 13 z a° Ppliermalr havo different e dcnL'rM su age disfaru a and center distannce requirements. Concrete screw locations at the ace, 9 5/03 i ccmers maybe adjusted to m�arntnfn the minimum edge distance to mortar joints. tf concrefe screw iocal;ons noted os - - txaLc: N.T-s. sc rayEbNeTEk"must ie a usted is moinia r the minimum edge distance fd mortariornls. odditional concrefe — - arc. s : OT o' equred is ensure the maximum on canter d mension is not exceeded. HINGE JAMB STEVIE °UIE I MIL sit: in 3 r! DMwala t.a, a rn _aisa_7 0 ....-. -.. _-.._ . _.. .. __ _... ----- i1 1 tt Na 8 Wood and Tapping Screw Fastener Location Tables 1Q DESIGN PRESSURE RATING _ - fYESIGN-PRE40i jP5h7 ($} If exactIFBC windowODE sizeP sl not Buck 8 . SINGtESPANLEHS+iH ..,:?. 00 OVERHANG Frame R F am..lodo alma 04 SPAM"/n ` ROOF OVERHANG '. _'..__ d Al Liable, ruse fastener C Of He E i3g �', is°:ntnoalH rli d ca,nmmry Width a��r' _ a 6 " Eh Eh m 'ACMTf�i •ra w#, ',..A3 'E 8' .,. 470.0 -141:0 ! ,, ...'sEEN0tE2 g :h';. wldlh ¢hiss c.nmdm.wH..aasnlly.°'.°) aamnadonnwg. wldtl, e11ra. aal.am.arwaaasn, - listed for next larger size. Et r .'r 5a��laas�:: q. 1 - '- 5 i6 ,is 4 ro 2 tare 4 (T) Installations depicted in these - .., „. 1 d eHvnol Imlallatlon pwg. 2 ¢rite ro x P „ •_ cw�*arc��: e , BDDE BROF ¢ `kl'r zs „z 4 z zs to 4 z instructions acceptable for k' 8 ac��cao g s to' +60.0 •60.0 S -tL .. - ��*�\_: 3>t i FRAhiNe . ` _ _ FRAMING 4 �, r�. ze trz a a a9 vz a a design pressures to P F LI W ¢ '},.. .•. .. stir - . 12^ ,+50:0 •50.0 ` s, ae g „ 3e 4 ro z 35 a z for the window sizes? shown - AWRICAN COr1MWICT1oN IvIVALs - °, aea,uaw eKasa4 .., :¢Vnlrc.wlvv '_aaa,,v'rceo::.. ALUMINUM ALUMINtiM -_. All a a a t fASCIR '° a7 a y� , a� a in the table. Design FASCIA 4' . ' -k. �^ ff n ecrntw.rn 9y►v4eea" q t3" t38:5 36.3' RiM 4 E g $ s2 ire 4 ve. sz ua 4 Pressures (D.P.) are positive Buck e L M40 Weai CitNon Sheet c5i sa ar a. ra+�a lee; 's a a , TRIM a $ a - y / - / and negative. Overall Frame I Tam 0, ff,: 3�634 -"a�S- 'a��'.� _ 5" +30:0 -3D.0, �^__5___r _ n.ipht Et L1 L2 L3 Eb rnatrllado■13ap. Heglw Et Li l2 l.3 Eb Ilulan.aon tneg.: window assembly design Height o $ p - ,. �- i _ - `•, l CM De .. - --. - ��J Emu OR � 25 tin as 1a Ire r tra 37re z 25 z as t4,rz za 1n a 1n a Pressure may be less than ' wRlK1 37 3/6 1 to Na 77 t/6 33 in 31/9 2 3T 3/9 z Na YJ 112 33 4112 a sbFRT- tvpoD: NOTE SatFtTJ i _ 70 PSF and shall be P,,,ri'_ as 5e 2 Na 338 453E 37/B 2 49 58 2 M 2"tl1 45 41n 2 / Eb O • m-a�ra�3v� FRAMED T WOOD FRAMING AND CQNNECTIONS TO BE DESIGNED determined in accordance � o 55 1/4 1la Na 29114 513% 371a 1Poloi- i ByTHE:AkCNIIECT OREIVGINEER OF REC¢RD' .: � 55 V4 z Na st 41rz z � ♦v�a,� - DETAIL' P'" • • DETAIL ° 0 , with Note 13 of FLEX20100. "TRIPLE II ' If - '71 •�,v�' 3gT0 COMMDN NAJEOR3/J6i' RWCONCRErE SCREW __ _ _ 92 1tn 7sra 3z are sa va 37re t ez z to 32 1rs 571rz sin t pd 71 11n 16 W 41 are VIM 37re 1 71 2 25 41 V2 M 112 4 V2 1 from that tested as allowed ES Es p TRIPLE 4 &QUAD 4 _. {MIN;:1-I%4'EMBEDMF.NTiQ2A^ON CTJTER� °DETAIL E° '=�- : � � (U) Production Glazing may differ 83 1 to 2e era 53516 79118 3718 t e3 a as 53 va 7s ,!z a 1n 1 d, j' ,# �+ SIDE. VIEW -SINGLE SPAN W/F-CHANNEL SIDE VIEW SINGLE: SPAN-W{]=CHANNEL byANsl/AAMAINWWDA CenterUne f : ALUMINUM SOFFIT *10LE-!f_(id) � t5harin w/ tnL�/rrumti,H o+'ed,*nG) t� Wn.iyf t(u3blrlaming oyeihang); - :.�$' modular 101/LS. 2, 101/L$, ?JNAFS Of Sol TNCTA TION No t modu ar 8 '1Q orAAMA/WDMA/CSA 1aotRl•i.!tsrACKI a .': width area CMrll, 0o daSIR woo m.ail.aenow. wialh B,f6 anl.dh,.atw.aaslx ,ma) IrM.n.donbw 101/I.S,2/A440and S'z A°°II ab((I „aE� -a s'y. -Meo14 SAiAsil4cA) window 1 7RlM NAIL AiiACH7 "` 23112 a n° 2 23112 4 >36° to 52-1/8' wide at Henri B Slll 3TAPL¢INSTALL®0 WROl1GHFASCIA _pf n+z 4 _ z a77¢ a z applicable Building Code. >59-1/2• to 83-I/2' High of Janbs f Z tT ' :G84ERAL NO, ¢ j6" O.C,Mhk. IN2J'CHAMNELROT G 73 3t "7 4 ' 2 31 vz 4 z Se9 Note 12 and 13 on ° HOP ONCT:HAS BEEN EVALGA D.ANDIS IN CENrtP LANCE Ylf.- - In - 1: i R. ... 1.. Tit. ' • StAPLeS'INSTALLED 0 2{` Q.C, tuet0 WOAD) _ bR MAIL 012" Q.C, 4 2 Drawing FLEX 20100 for re JE , / 351n 4 ° -- - z __ 3sin __.-- -- -.. .: :' w _ --".. a .ONF-t;HANNg LEG OR 7-N%JL iD 12'O.G. ST-60 lt)CATED,, jINTO W(K1p _ - - _� 1n -a-- -- --- lea t 3s 1n 4 r� 1 further details. Buck B S d' THE _q,7fLORIDAB(RtDMGePDEEXC4UWN0THE"HIGH4Et.t7C1rY ._. a..... ;E ..-. 2a°O:C; ♦EITO FR ..G: 'OR MASONRY _ ..- :' 43,n 4 yea - ---i-- --<3 „-2 -_.._a'- Y. t Frame HURRICANE ZOHF', ��da-^ ---- gNTO-:YtQOd ORMA50NRY) _ _. •iN ._ - _ ._, - I (V} Structural two by wood buck :. Width j} 1 sayyr+K,.c. ' FOR TAhARE CUf pVfatHANG. ,:. ' 9 �..: raw , 01n 4 vac 1 and/or framing at the head, arw,5„'�x: TRIM.B4Of[DM OF FASCIA RAT - ... .. Eh Eh .•�. SMALL BEA$ ipIkO AND SP CEDA3 SHQN'N ON .err ti+++s'. _ . - .;; ' " ` I H.taN Et U I3 sill and jambs to be securely Et 3.. PR,ODUCIANPNP. , ., _. A' , _ \ _� L3 Eh mmn.u°n13wg. I4elgla Et L7 L2 L3 Eh mmn.donbw 'OEtAB3 ANCtTPRMBED)AENT tO BASE irtAiERIAL SriAI.t SEBEYONP . - hoagr' gt •-1... ::AGNN3T PANEC -. _... I. ;..: load .1. _ etc . B 11 13-° 8 /I a z7 uz rz N. 1531E 239a 37/8 z 271n z Na sto z3 41n 2 :WALL DRESSING OR SIL. CO: _,. ( °' to woo transfer the _ y c.;_ t: P - I. [ 3s ,n , to Na 1918 31 Y9 3118 z 3s,n z Na 19In 31 4 vz a tq the moo structural �-I/• g g - a-'� , t1 _ .. K 1, : •. - _ 431n I In as 2331a 3e 5t6 3 va z 431n a Na v to 39 airz - 2 substrate per the FBC and a 3. SITE CONCITIC11a NOTCCrYER81 BY THIS DRAWING ARE SUBJECT TD, ,a le , \ { P N 47 to , in Na z5319 a351a 37rfl 2 4],rs a Na 25 to a3 41n a the engineer of record's R.. i $JApIES INSTALLED / FURTHER ENGINEBRING ANALYSIS; gw,a�nl,a�r: �-�.- � si uz tvz Na vare a7 va 37re z st In z as nvz a7 4trs z details as applicable, L2 - _. ,.. aa. arc pp „case it Y OTHERS Mt15f BE DESIGNED �c ' m sa /n n as 3, are 5s a e 3 ae a s9 tt z Na 31 vz s a trs z 11� 4. WQOOICMUWiILODNSTRUC.ON,B 4 INFCHANNklSLOIO t„NAIL V in(V}SeeFLEX20100,Notesl0to R :. �1T b:C. sa4 t;pv _;ass:=> 63lo 1112 31W 433re 67 SB 37re , 71112 2 iH 431rs 67 airz 1 .. Buck a d PROP LYiO.RECEfvE'LbAOSktPMTHESOFFIiANDlOk2`3tz' - 15for addrhonalFBCCode 13 :. 1 831n 11f2 313r8 5531E 79Sa 371E 1 831n a 28 55 tt2 fl a 12 1 Franc 6AireNSTRIFS, ,a. :.:. - � I� a e _ IR`RO S'IObb OR MASONRY) - - -_- - - .-,. 'wa,,arc� ::' ` :: ". 93- :=�a+<a a ::; - Compliance. Height em: ufagfos :-- .�.. _.. Scale: MS Location Table Notes: Al '� Eb n ;mq •:. 4>R � .,;' SIAPLESIIISTALLED �-� .s 0.. ��.. �,....- 1 '�'I' Checked•� L•TIROEPANELAND... 1} All dimensions shown token from the buck width or height of the window frame. - b 2) Based on the Milestone Serves No. and size of the window to be installed, enter the correct table. above EffDETAkE,$HEET3j 5 10 to determine the locutions of the No. 8 Wood or Topping S Es Es 3HEEfA Da OdPTftSN .rcvsws f 1 t/¢Max pP 9 crews based on either Installation No. 1 or No. —"7 2 Illustrations at right. The applicable installation illustration is noted in the table. Ica alevagphl" b' nneTal rate;� ,,. _ car 2 Pansl cat 1 e. _ o is; :'t : S w A i f9 tfq_ II � 9 PP a __-__ • UB' MAx,--t I.- 7 3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is + / - 1 ". INSTALLTInN No. 2Q 'r3 dfgldefalori design pre cVi N. 5 N• S, n 4) An installation fastener is only required at the centerline of the head and sill when indicated in the { ntl°w Size Aooll nhNl v 4 Sbf[IdetaAanddasghptelsurel T pao pv n q „ ,,. n d ofir el -• JX ,table as "yes". If "no", an installation fosterner is not required at the centerline of the head and sill. to t36' wide at Rend a S41 $cdr!defati,desigrplessuasland,bA.:trtWterir# --- - - ii1J,AD4_j41) awi` :AMAiL...E. :DETAIL. �F_ _ DOAK '_�i.:. pale.n 'LP$.:. '. 3 q - _ _ - a 5) This table is NOT applicable to the nailing option. See Notes 0, P. 0, and R for nail installation to 59 1/2' High at Janbs w nai2jcllsntcit 6 nr#m ax: m a4.wraet35°n4cK1 fgscjb F-chbnnel. J•Chdnnel a FL 12oIB l a locations and spacing. 13 1■ j4rtpt t °n .'! ( bNASr-.. I "q ..... .. ... ...... .. ... .. .._.. .......... ..... Bt�Fr 4 Tar. : Drawing No. FM21120 1 I I' 'I 1 � 1 1 II 'I 1 I I 1 I' 11 I � I� ;I 1 � 1 I N I ' I O I; IL ;I U I 1 II II 1 1 1 1 II II 1 1 t 1 1 1 1 I I' 'I , I 1 1 II 'I 1 1 I, I 1 1 1 1 I1 I I I II ,I 1 I 1 1 1 1 (I 11 1 1 1 1 I1 1 I 1 1 1 •--- ----- ----- ----- ----- ----- ----- ----- ----- ---� 1 I 1 I 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1\\ 1 1 I 1 1 I 1 1 z� 1 1 , V I 1 � 1 1 � 1 1 � I 1 1 1 I I � 1 1 � 1 � I � I 1 I 1 1 � i ----- ----- ----- ----- ----- ----- ----- ----- -' 140' O" ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- - 1 ' 1 1 1 1 1 1 1 � 1 1 1 1 1 � 1 � 1 1 1 1 � 1 � 1 i 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 � I 1 1 I 1 1 1 1 � 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I 1 1 1 1 1 , I 1 I 1 1 1 1 1 1 1 1 z i_^1i 1 V/ 1 0 1 1 X � I I •----1----- - - - - - ----- - - - - - ----- - - - - - • , 1 1 I I I � � I � � I � � I 1 1 I , I , , , 1 I 1 , , 1 I , ; I , I 1 1 1 , , I 1 1 , I 1 1 1 , � 1 1 I 1 1 I 1 1 I , I , � 1 1 � I 1 I � O 11 Q 11 II zlu LLI N 1 11 1 1 11 1 III I 1 11 1 !U I I I 1 1 .tt 1 I zA 1 III I 1 (Y 11 1 11 t 1 Q III 1 1 11 1 1 III 1 1 11 1 1 I 11 ' ----- ----- ----- - 0 140' O" 21' 4 F,41 N N O Z Z N Lf) (0 N W C a Lo N N >. CL M M Q � C� c cc o� o -' =� 0o a y N _ N -j a Z ccoo � Oct < m O M W W a t�� 2 vi LL W LL O z (L LU Q O N � � O Q � O � O z A � �v0 �a (Y-z aQ� Z .* o a� a a I 12" GARAGE ADDITION EAST F-Lr=y,4TION 1/411 = 11 O11 GARAGE ADDITION NORTH ELEVATION 1/411 = 11 O11 12 .. .. ... ... .. ... .. ... .. .;.. 12" OH .. .. ,.;.. .. .. EXISTING GARAGE .. % .. .;.. .. ... .. ... .. ... .. ... -----------------------------------------------------+----- ------------------------------ G A "'ACHE ADDITION SOUTH ELEVATION 1/411 = 11 O11 I *5 VERTICAL RODS FROM BELOW TO TOP OF WALL. F ALL CORNERS, EACH &DE OPENINGS AND SPACED M 8' O" OC. 48' 0" GARAGE ,4DDITION FLOOR PLAN 1/4" = 11 O11 ALL NEW WALLS ACT AS SHEAR WALLS tHESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY llITH ALL OF THE LOADING REQUIREMENTS OF " SECTION 903 - STRUCTURAL' :)F THE FLORIDA BUILDING CODE 2001 - EXISTING BUILDING AND 200E 3UPPLEMENTS ALL WORIi SHALL COMPLY WITrrA I L PREVAILING CODES, FLORIDA BUILDrP°qG CODE, NATIONAL ELECT CITY OF ZEPHYIILLS p vC CODE AND f_ 24" OH • EXISTING GARAGE .. /r .. .. ... • .. G ARAGE ADDITION wr=ST ELr=Y.4TION 1/411 = 11 O11 I HEREBY CERTIPI' THAT I HAVE REVIEWED THE ATTACHED DESIGN& AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 20M SUPP EMENTS �( T.L. HANSON P.E. LICENSE NO, 39654 P.O. SOX 1120, CADE CITY, FL 33826 O h N O Z cs ti O Z_ V) to O W N Q tNA N � Z >. M M Q N OO Q v Wp W M2 LL LL N r. O O v Q VN_ N Q Z M Q � F- rM1 O M W W C 0 — Cc W LL 0 m Do O o m l a Z 1wz uoz O 11 4 LL zZ a W mV 4 z� o #` zz 0 0 N m O ct c rL 0 (D Q z Q Q 0 � u- _Q zV0 Z A O Q CARPORT ADDITION 432 LIVING AREA 144 TOTAL 51ro PCB 1 OF 4 LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART l 16" DEEP SECTION CLEAR SPAN CONCRETE U LINTEL POWER STEEL "POWER" STEEL BOX LINTEL I' - roll 4881 PLF ( UNFILLED) 1010 PLF L-2 S865 PLF 2' - 2" 3435 PLF ( UNFILLED) 6626 PLF L-2 6830 PLF 2' - 8" 2TT1 PLF ( UNFILLED) 52S6 PLF L-2 554E PLF 3' - 2" 2332 PLF ( UNFILLED) 4508 PLF L-2 4613 PLF 4' - 0" 1835 PLF ( UNFILLED) 3535 PLF L-2 36SS PLF 4'- 6" 1624 PLF ( UNFILLED) 3154 PLF L-2 3288 PLF 5' - 2" 2138 PLF N 2146 PLF L-2 N 2864 PLF 6' - 2" 2211 PLF » 22SS PLF L-2 « 2400 PLF 1' - 0" IS81 PLF « 2025 PLF L-2 « 2114 PLF S' - O" 1123 PLF a 1168 PLF L-2 « 2213 PLF S' - 2" 148E PLF « 1545 PLF L-2 « 1884 PLF 10' - 0" 1354 PLF « 1414 PLF L-2 H ISIS PLF N 10' - 8" 12T1 PLF a 1325 PLF L-2 « 1110 PLF •- 11' - 2" 1200 PLF ., 1230 PLF L-2 » 162E PLF a 12' - 0" IIOS PLF » 1118 PLF L-2 » 1515 PLF N 12' - 8" 1044 PLF » 1116 PLF L-2 « 1436 PLF 13' - 4" 13S8 PLF » P 1381 PLF L-2 » SL - 1 1364 PLF a 14' - 0" 1321 PLF » P 1321 PLF L-2 •- SL - I 12SS PLF « I6' - O" 1152 PLF » P 1048 PLF L-2 « SL - 1 1131 PLF •• 18' - O" 1016 PLF » P 828 PLF L-2 » SL - I S60 PLF M STT PLF » P 110 PLF L-2 » SL - I SS3 PLF 20' - 0" 816 PLF a P 62S PLF L-2 N SL - I 184 PLF 22' - B" 18S PLF » P 523 PLF L-2 -• SL - I 606 PLF a « - DENOTES •5 REBAR X CONT. PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT, PLACED IN BOTTOM COURSE t 16" DEEP 15EAM POURED SOLID WITH 2500 PSI CONCRETE DRILL I" X 6" HOLE INTO EXISTING BOND SEAM AND EPDXY 05 REBAR FROM NEW BOND SEAM INTO EXISTING BOND SEAM, DRILL I"X6" HOLE INTO EXISTING WALLS 24" Or - AND EPDXY 05 REBAR FROM NEW BLOCK'. WALL INTO EXISTING BLOCK WALL, REBAR TO BE 12" LONG WITH 6" INTO EXISTING WALL 6" IN NEW BLOCK WALL EXISTING WALL 05 VERTICAL ROD TIED AT TOP AN BOTTOM AND AT EACH ROD IN BETWEEN NEW WALL DRILL I" X 6" HOLE INTO EXISTING FOOTINGS AND EPDXY 05 RESAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS NEW BLOCK WALL TO EXISTING WALL DETAIL 2X8 P,T. PLATE BOLTED TO TOP OF BOND BEAM WITH 1/2" X roll ANCHOR BOLTS POURED IN PLACE 24" Or-, 05 REBAR IN CENTER OF FORMED BOND BEAM WITH 25" LAP AT EACH END TIED TO VERTICAL IN WALLS 4 I�� SEE LINTEL CHART T 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS h8-I �• BOX STEEL LINTELS OVER ALL WINDOW AND DOOR OPENINGS, NO 05 REBAR REQUIRED ON BEAMS UP TO 24'0" WITH NO MORE THAN 6061-138 PLF OPTIONAL POWER BOX_ LINTEL DETAIL 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS �• 8" PRECAST LINTEL BLOCK y OVER ALL OPENINGS. I EACH 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER BY' OPTIONAL STANDARD PRECAST DETAIL 4" CONCRETE SLAE3 MIN. 3000 PSI OVER TREATED COMPACTED FILL 6X6 10/10 WWM (OR EQUAL) 2-05 REBAR TIE ON CHAIRS 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS J • f 8" X 8" X 16" KNOCK OUT BLOCK OVER POWER STEEL LINTELS, WITH I EACH 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL IS OVER 12'4" OPTIONAL POWER STEEL LINTEL DETAIL HORIZONTAL LINTEL 05 REBAR lie 2511�, HOOK LAPS MINIMUM TIES FOOTER 05 REBAR ROD CHAIRS �� 2 f R�E5AA'1R LAP DETAILS - TYPICAL MONOLITHIC: FOOTER FORMED S"XS" BOND BEAM 1 1/2" BLOW TOP OF RAFTER *5 REBAR VERTICAL RODS FROM FOOTINGS TO BOND WITH 25" LAPS AND CELLS POURED WITH 3000 PSI CONCRETE ------------------ ===========---- 09 IBALLOON eLOCK WALL. DETAIL NOT TO SCALE 0 0 "5 VERTICAL RODS FROM BELOW TO TOP OF WALL. P ALL CORNERS, EACH SIDE OPENINGS AND SPACED ' W O" CC. 2X4 SUB FASCIA WITH ALUMINUM SOFFIT AND FASCIA 48' O" 24- 0" 11 O" 11' O" 21011 GARAGE ADDITION FOUNDATION PLAN 1/411 = 11 OII 2X12 02 PINE RIDGE BEAM WITH (1) SIMPSON LSTAI5 FLAT STRAP OVER TOP OF RIDGE BEAM ON TO TOP OF EACH RAFTER WITH (12) IOD X 1 1/2" NAILS (3) ISD NAILS AT EACH RAFTER TO RIDGE BEAM lU SIMPSON H10 CLIP AT ALL RAFTERS TO WOOD BEAM, FILL NAILS HOLES WITH IOD X 1 1/2" NAILS, DBL 2 X 12 02 PINE BEAM WITH ONE LAYER 1/2" PLYWOOD IN CENTER, BEAM (A) O r roXro P.T, POST (1) SIMPSON HUC410 HANGER AT SIDE OF BEAM (A) TO SECURE BEAM (B). FILL NAIL HOLES WITH IODXI 1/2" NAILS EXPOSED CEILING RAFTERS NO FINISHED CEILING DBL 2 X 12 02 PINE BEAM WITH ONE LAYER 1/2" PLYWOOD IN CENTER, BEAM (B) 2X6 02 PINE 9' O" LONG COLLAR TIE$ NAILED AT EACH END WITH (6) 16D NAILS 1/2" CDX OR -1/16" OSB ROOF SHEATHING NAILED ro" OC ON ALL EDGES AND IN THE FIELD WITH SD NAILS, USE STEEL PLYCLIPS AND 015 FELT WITH SHINGLES, RIDGE VENT AS REQUIRED DBL 2 X 12 02 PINE BEAM WITH ONE LAYER 1/2" PLYWOOD IN CENTER, BEAM (A) 12"X24"X24" CONCRETE PADS CENTERED AT ALL POST LOCATIONS WITH (3) 05 REBAR EACH WAY. POUR IN PAD (1) SIMPSON CB66 POST BASE TO SECURE POST TO PADS, • TYPICAL 4" CONCRETE. SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL V15CUEEN OVER 16"X12" MONO FOOTINGS WITH CLEAN COMPACT TERMITE TREATED SOIL (2) 05 REBAR ON CHAIRS CARf=ORT CUT SECTION DETAIL NOT TO SCALE NOTCH POST AT TOP TO EXCEPT BEAM AND USE (3) 5/8" THRU BOLTS TO SECURE BEAM TO POST I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION I6OS OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 200S SUPPLEMENTS �Z3 L&c T.L. HANSON P.E. LICENSE NO, 38654 P.O. BOX 1128, DADE CITY, FL 33526 O ti N Z N � Z N W W cn Q L N �. CL M M a >- Q _ m Q V o MIx C W W Z 0 h 0 W ~ C+ Q y N ch 3 V N J C N G N �a�., m M W 4 W G v N 0 0 m go to W z z 0 W� to i o Z— O z w 'n� o6 M l'i Z Q U N �w 4� zz l7 44 O LZU �n N N � r m m 0 O W 07 l 0 O 4 0 m z ED f� Q 0 Q w�nn- �v0 z � � A 0 � P 3 _ Q Nu CARPORT ,ADDITION 432 LIVING AREA 144 TOTAL s7ro PCB 2OF4 2 X 4 NAILER$ TYP 2 X 8 02 YELLOW PINE RIDGE BEAM TYP, VERT SCAB CONT, 2 X 4 NAILER TYP 2- 160 NAILS PER TRUSS BEVEL CUT TYP SIMPSON H3 FRAMING ANCHOR TYP, ROOF SHEATHING UPS RT3 OR SIMPSON H3 HURR STRAP 48" OC TYP, SECTION 11,411 1A11 - 11,411 1A11 4- 160 TOE NAILS 0 RIDGE BOARD END 2 X 8 02 YELLOW PINE RIDGE BEAM TYP, 2 X 4 CONT UPS RT3 OR SIMPSON H3 HURR STRAP a 48" OC TYP, .6 BELOW SHEATHED TO VALLEY FRAMING LATION YELLOW PINE FRAMING TYP. IMON TRUSS 2 X 4 VERTICAL SCAB 0 48" OC MAX CONN, W/ 4 160 NAILS w TOP 4 USP RT3 OR SIMPSON 143 HURR CLIP AT BOTTOM ROOF VALLEY DETAIL TYPICAL CONY FRAME VALLEY DETAIL ALL CONNECTORS ON VALLEY FRAMING DETAIL HAVE BEEN REVIEWED AND SIZED FOR COMBINE UPLIFT, SHEAR AND LATERAL LOADS SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET �� WIND LOAD AND COMPRESSION RATINGS FOR ATTACH MINIMUM 3/4 P.T, BUCK STRIP YOUR JOB LOCATION. ALL ANCHOR SCREWS THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF WINDOW FRAME USING .0% 1 X 1 3/8" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" T- NAILS MAXIMUM 10" OC SPACE BETWEEN BUCK AND WINDOW FRAME CAULKED WINDOW PER YC WINDOW MANUFACTURES S RECOMMENDATIONS TO M LOAD AND COMPRESSI01` FOR YOUR JOB LOCATIO> BLOCK WINDOW ATTACHMENT DETAIL ATTACH MINIMUM 314" P,T, BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING ,091XI 3/9" T- NAILS MAXIMUM 10" OC, CAULK DOOR FRAME PER � MANUFACTURES RECOMMEW APPROVED PRODCUT LIST 2 X 6 +2 YELLOW PINE RAFTER 0 24" OC UPS RT3 OR SIMPSON H3 HURR STRAP EACH END SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK Amn nninl12 JAMB BLOCK DOOR ATTACHMENT DETAIL STATE OF FL. PRODCUT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL* STRUCTURAL COMPONET HETA20 SIMPSON FL 11413 HIO + FL 10456 LINTEL BOX POWERS STEEL INC FL 1138311 DOOR HEADER WEKIWA CONCRETE FL 1418 R-2 EXTERIOR DOORS SWINGING PLAST PRO FL 4'164,1 ROOFING ASPHALT GAF FL 10124,1 015 OR 030 FELT ATLAS ROOFING FL 4064,1 SINGLE HUNG FLORIDA EXTRUDERS INC FL 9262.1 WINDOWS MILESTONE WDW SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 O O m W 0 w 0 5' O" 48' O" GARAGE ADDITION ROOF FRAMING FLAN 1/411 = 11 011 ROOF EDGE GABLE END PARTIAL ROOF PLAN PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE PER APA TECHNICAL NOTE R215A, 16" - 24" INCH PANELS ZONE IQ DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL, NONE REQUIRED AT RIDGE OR HIP. 12" - 16" LUMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ZONE 20 ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES SD RING SHANK NAILS AT 6" OC AT ALL EDGES 8D RING SHANK NAILS AT 12" OC INTERMEDIATE 8D RING SHANK NAILS AT 6" OC, 4 OC AT ROOF EDGES, RIDGE LINES, OR GABLE END WALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER ROOF SHEATHING NAILING DETAIL NOT TO SCALE I HEREBY CERTIFY THAT I NAVE REVIEWED THE ATTACKED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 200E SUPPLEMENTS T.L. HANSON P.E. LICENSE NO. 38654 P.O. BOX 1129, DADE CITY, FL 33526 O ti N O Z C� I*, -co Z N � Lo W N Q Lo N O IL MMa In o o LL W 0 O ti � 0 � u' � O a (6 of 3 O v N J O N C cVLf) p m O M W LIJ C V N Li W LL O 0 m U Z m a LU �0z O LU U Ju o Y to a zz . N w U m � N m m ui Q Q 0 N a Of � Q r- c i, O � O z �Q Q Q O � zv0 at+-s Z Q Q Q N CARPORT ADDITION 432 LIVING AREA 144 TOTAL 516 3OF4 GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS T.L. HANSON t ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL ENGINEERING COMPANY: HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE THE BUILDING l INCLUDING ALL COMPONENTS AND CLADDING$ SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS FLOORS: LIVE LOADS. - 40 P,S.F, DEAD LOADS 10 P.S.F. GARAGE SLAB: LIVE LOADS - 50 P.S.F. DEAD LOADS - 10 P.S.F. ROOF: LIVE LOADS (TRUSS TOP CORD) - 20 P.S.F. DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F, 18 P.S,F, WHEN TILE ROOF INSTALLED DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.S.F. WIND DESIGN ASSUMPTIONS: WIND SPEED 120 MPH BUILDING EXPOSURE - B BUILDING IMPORTANCE FACTOR - 1.0 MEAN ROOF HEIGHT 30' OR LESS HEIGHT t EXPOSURE ADJUSTMENTS COEFFICIENT - 1,0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - + / - 0.18 COMPONETS t CLADDING PSF ROOF - 14.9/-50.1 WALL - 25.9/-34.1 OVER HANG - -81,2 STUCCO THICKNES: OVER FRAME GABLE 1/8" STUCCO OVER FELT BACKED GALV LATH OVER MASONARY WALL 1/2" 2 COAT STUCCO GABLE ENDS WITH SIDING BACK WITH 015 FELT SOIL BEARING t COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING T,L, HANSON t ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATION$ WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING T,L, HANSON t ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION i SLAB - ON- GRADE NOTES BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P,S.F. FOUNDATION LOADING. SLAB SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.F. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR OS REBAR , 30" FOR 06 REBAR # 35" FOR 01 REBAR PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSE$ ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS MASONRY WALLS: CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL HAVE MINIMUM WM OF 1500 P,w. MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR S REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR 30" FOR 06 REBAR AND 35" FOR 01 REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH or- 2000 P.$.I, ( WHEN TESTED PER ASTM C-1O19 ) PROVIDE CLEAN OUT OPENINGS ( 12 SO, IN, ) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE SHALL STATE: (PER FBC R320.1) THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY. A SIGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALIPRIOR TO FINAL BUILDING APPROVAL ( PER MC R320,1.1) INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION BACKFIL.LING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.2.) ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320,1.2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAP$ SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT ( PER MC R320.1.3) A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320,1.4) ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320,1,5) EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R320,1.6) AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320,1,6) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING SIDE WALLS (PER FBC R320,1) AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITH IN 12" OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS PER (FBC R320,8,3,) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104) EXTERIOR WINDOWS E DOORS: ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES SPECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E.C, DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO,26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE ( FBC 2004 R309,1.1.) SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING (1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMBLIES (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE , THAT MEETS ALL OF THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 60, FT. (B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMBLEY IS BROKEN UP INTO TWO OR MORE APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 SQ.FT. ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30" INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION M1305,1.3 TIMBER MATERIALS: ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS: EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE ( OR BETTER) ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16" OC, ALL SPLICES AT TOP PLATE MUST BE MINIMUM *0" AND NAILED 4" OC WITH 12D COMMON NAILS INTERIOR STUD WALLS TO BE OF 2 X 4 *2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P,T, PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-11 INSULATION ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION, GARAGE ADDITION ELECTRICAL PLAN 1/411 = 11 011 ELECTRICAL LEGEND 220 V G,F,1. IIO V 00 CHANDLER J GROUND FAULT (� RECEPTACLE ON awlrcH A.F.I. 110 v 9 4 o VANITY LIGHT d110 ARC FAULT V RECEPTACLE v v v TRACK LIGHT WP 110 v WATERPROOF CEILING FAN � EXTERIOR DSL FLOOD OUTLET 11Ov LIGHT CAN BE CEILING FLUORESCENT OR WALL (tYP) CEILING FIXTURE FAN W/ LIGHT SMOKE DETECTOR O CAN/ BALL FIXTURE �p WALL SCONCE IOV 80 CFM'S ®I BATH FAN ELECTRICAL PANEL G.D.o. ■ BATH FAN TELEVISION LIGHT COMBO MIMI MULTI MEDIA ® PHONE CAT 6 IN ACCORDANCE WITH CHAPTER 411,003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER r0 ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN &' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GPI" CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS t FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C, I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO @E IN COMPLIANCE WITH CHAPTER Irv, SECTION 160E OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MP" FASTEST SPEED AND THE ENTIRE 200.1 FLORIDA BUILDING CODE RESIDENTIAL AND ALL 200% SUPPLEMENTS T.L. HANSON P.E. LICENSE NO. 38654 P.O. BOX 1728, DADE CITY, FL 33526 0 h N o Z ti tits Z_ V) O W y Q La N 0 M M Q W M L W Z O L h O L' h O N N v 3 F� Q M Z 000 Z 4 mo M W C� Lu In U LL W LL O O M Z xm m V�q O Z ul lu u III ,� z?cl) °� a o z 11 z z �=3 OU �= d z z 'V OW n u� N In m Q O rL O z z ., Q Q �5 O wwnn _A V!y O ED � � Z Qa O Q CARPORT ADDITION 432 LIVING AREA 144 TOTAL 51ro P� 4OF4 NAN YA PLASTICS CORP. 4 0 PLASTPRO INC. 9 PEACH TREE HILL ROAD o_ LIVINGSTON, NEW JERSEY 07039 FRAME WIDTH Underlaymertt: Stendt9Cii Slop%M4112 {$33r1imtm) or more, UndeYlsyrnent Low Slope ?l1� 4J12 157T1tm-331rnmthi) ... $d y do y a ■ Appficsttorrafunrlerlayme�:.Cuverdeckrnthono aro(.undgr marliirrsaBad:YfghouL A Iie040il ofUd'dt.11 rli amt@2veflashi'n ;±b,mplate1 co, the11611rrithilt9 jT g, , taY Pp Y Y wrJnkles. lJse gnly enau h nags.ip had un leltaymerri in place;unhl cayeret('Gy shtr�les;. layers nfandedaymedt as Aft. -. Liso'lally onlxlgh n p tnhold Underlayrnentin:place t m a n` A Ilnatteh rid ea -a nashlh :Install save flashin "_such as GAF Mste tots Girporatioh Weaiitar g tcove. li shin des Use hlin 1pilln lw Sava ftashi : At ea es anti ah re ic9 dams c2n DISTINCTION C • f O N ++ FRIES ° p_ Y....9, dd 0 T9s. P r Ytiafcli`r or SformGgard'-teak Barrier in IocJIfflesg'wriare leaks m be posed . ,.water backing p� ,'ble , Use pile ta' rill GA Matartals Cpr oraU, n:Weath x Waiep' dr StbrmG iAnt Leak Yyali Fiesrimg {Sloped Roof to VePticst WTAII) �Ar Ghlmney Fiasiiing s 3 N : u0 behind. ick or dab I, dams. Eave flasA)ng rhust-overhang tiie raof:adga by 3 8'-(llllrinT) and $arRrur Ea ilasliine rhUst,Averh.ila Al 5111 ad e tF4,r-"w'8i0mm) antl-Eictel1d 29'� 610in4 .- - •- - OPAQUE FIBERGLASS DOOR - Z g ( v ]9cRrn N cs "extend 24" (610mm) :4Eydi)d the inside wet l the. - - baydtdd.the Insfde.Yrall 11rie. Whelii� icB dertis or dehrie�dains�are neE e%parted; Install 2 plies of � ahealN' r-� - �° INSWING l OUTSWING ' Shfhgle 01ate7 undartayme i[. �° + t4w 'ns"a'I I ❑ a tlatiumP: ae k i+ a on paan runsma .. .12`-l3fYnn,a ,;:. .. wealhra.Waicn° - - anmu.ittPrgd nyt wxR2r: xq to 7syr�� Z •2'IE:4' .. y 6311a 1[.v k`#atdf"' bliaimrn)Len. -•_-� �1, Ma WrcA. 3 tip ,wUJI t4mimum��.. aSiddM.lye-if• (- j .. vI atnrmioln2nm q o BbrmGtrnik 7 0 Fo lowe•alvpes. see cox la: •» > /y>F5' L41akaarrter, '12'je95nm) ,:rr` V Le9k earriv: ✓ J '` - O P N?.�`�` rdrmo•nrem IF AINa \ 2fi,at .:�"`� •'"' s ; ?b i � i tee omeAa�.3c noiiovrf' asido w.dlj f GENERALNOTES ;_ �g •a " CL w/ N ,.. .. ,Fr� -•! irz Z� 1 "'S '•..:, I This product has been eva uated Grid is in compliance with the 2J07 �& �r �yRR QJ Al15FIEPLS arc 3e'-t9 r4min) -"+ sre•-not+Dl7tPdFc>•,amanq-.- 171: < _ _ Flcr'do Building Coca (FBC) shuctaral2gJirernenis excluding the V . _. ... wt�Ghtft(rlc-Mate' - - Aq ai1■cFsro3lS: iatamretl * - 5 n Nw:NaM; a ._ 9rxleaai+nelll 2'(51,mn) SM,=Lip ds9prljAe.64atrN „ L y�iEY•3a u ' Tn Robing C1Qmm1 "F1iyh Velocity tiurrcone lone"(HVHZ). >-a .. .:_ _� w,dedavme(d. •. tklaammj - ,. s ¢ z ¢ . `C•r�4+' "� 4`(7a2inmTErul LaP b� RTind cetnwa O O Rakda,pe�0e�_. .,,, .:. dNaeactia•499, 1 4 shlriglP., 2. R"odudanchoi'sshot �aslistedendspaced dssttownondeto8s. < ,� o z �� W w � Aidrlg4akg,nlel�i- :lnnriggwbsrlulunrjyrkiyriiern ';ILL Uj is ffamm).R6064m»n0 •-.i"' Anchor embedment to basemotr:ltalshollbebo'ondwaildres; a a Affdn'p ed artto eaves dip o"a -+ R&ironac ) O4 .. ga; p 'on ion Nrno4il':i3rlp edge: ar stucco n. O i to Valley sf ' c a n 3. en used in areas requiring wird bome debts protection this $ Announcing Fastening Improvements on 10 Vaflay Cdnstructiom-Closed Cut i1 a ey Con ru ti n-Dpe wh � C � � h Stagier Cnurse First Course �_ product co des with Section 1600.1.2 of tie FBC and does not e d h requ re an impact resistant covering. This product mets missile level ... -.as shovrid. Start Add continue frill shingles laid stadarcourso- Shingle's rnaji be mx.,„:•.- Eiasn,slxxx�ln -'-`" -� � � c�.i.sr:il;n. "D"arid indides Wind ?one 4 as defined In M 1996. .. AUPs' rura ar, nw aaa m:n - _ �'AST E 1--' .- � � ... �,. - laid from.-lett;to:. Mr tight to leit )3o NOT -la :sh(r !ds strai �hluP the.. rriuf sint:BtEUs - - _ - n9 .. 4 . 9 .. ,;:. ,Y 19. .:. q. - ,. a�in�iPraiTrn3F .. '•-.- 11nnwer.4.rsia,e r,- .:�,3 3..:, , awrttrY„P nmi s, - Start et e19Niyeks,artd .�. � ... .... .. ... - a m5arc(8.wrtl4 r " w1 retture l3em use t cante9icolarblantl do the roof tlitd damage-the'shm ls_. --...' .w" ra w<�e.a,: r., ,, .':. ....- ......... ......: ..._-,rinnu to ♦, ._. lay xl eithai arar;eal 1:yrdada 'rs pro Lsa alto may9 1i4xamdy. pY{nm1 t zavW N IIMVERLINEvano(NOVE v� 4. d fronting construction, mrclrc»irig bf -hese uruh sneii be the ■ � t t P for ` ,.tP1ePq.d"AsF�[�a>,11ra,„ same as if•ot shown to 2x buck masonry construction. „ >%`(3P5.1_ ��4PrA4t ? Y• gal - 3 v N ARCHiTEG`TORAL $KINGLETS 50011E ` TAH S111.1NGLE _ I �.� 4raP NOD rcx Ai py�a5 5 �xiN rzm4:Amuni. e" , c t o Xf ns-"):rccro:oa muda �ce'At4n - ` ;:.L".e9 - ++^="s^ .Site conditions iha' dLviate from the details of this drawin require ■+I r�..lalorlu •rn<°•eg ,7So-=asri r.4d ' 't. ar x ". g q i a at�p4' .dqf �. Crm1 drolxrerrl " ...^:. w�r'. 1 cr,.e4. 7 v ;e,o>s wa,a era _ :'ir Mr Ifff% , further engineering analysis ay o licensed engineer or registered Q N ■� ar;<-�:: � � \`A� Fa■. m n k s s 1 sh a o eo PI ea sh rgl s a L?amml a nxn j W Q ul t V +Mal fenP ss nd eisF Ia'� 05 a7M ak 'dgea ..a+`-'" a1fuaiaro uric: /y� ttnarN •4':li9x }wrap � 1 Provd dip age'. '••" Pt'� CFwM7+a - Jdz,.�5m rsw�bnm- --]�tlx �� i�nx •-� d asldndi albs k rx.. cemar; v •� :. - 'vr+ 1 y - :- a9 .K:Pt. P<wtxd f itnum .. IEEE, W s64, }an Naosananan ia. i 1TFFM9�� a e,wr# Y TA/LE OF CONIENFS s �r/� p/� TA 5! 15291m1 .a rnv n j 174 ]emn 1C. i i ' + ��I� Problem... y/llraii 1 t02nm)4omiln,e 9antrstfPw�w>hwholew I' YNEET'� DESCRIPTION y .... .. .... lied .om mld'ol _ '7.nhr$N pi,ewlaA`Itaii{i) antiW fnw+xd}.yslmn`a _.. - :. ._.,�t1r#ar� ■� /�r� '. �7r '. 1 e:.: slanole r.aP4r9 tiro i!dn,lhoe :rb**d, m:I,aPy..aww on; 1 iypic2iele hr, desigr preuures,&genera .notes : r AV.YR,rtLt X75Fft3tVP8F.55L1R6 ($; . T,71F'T"` d ..� s»e•'.. .. idlr•naamv,ibdP 2 Doaparetcetcds $1tlf5# rF4iiA3x-r wit: 9 5 OS ,; _ 3 Horizontal cross ssctions - .~ ..,. - A1)G'✓;M1I _ !ta{$Grt7tY:; sca.c: N.T,S. t�l# flPl , due a YrocautionaC Notes RA Rt1o#In 4 'Venc�wcrassechons ow9 ar. DT 1 _ ._... _._. Y.. Q ct _.. . . TndbArlina . Seuas shulgfea ant }IjJer ass skit seating asplist shtngla5; BBeausa of Ui$pnabi'ta1. 1} uld'asptialtshingies Are to re riain in place nod ig kn olcut eway:a l luosa: anhod i¢ lifted allin- INSWING 37.50" x 8200" i b5.0 -70.0 .. to . , - _.. - - ... b Buck and trams andtonng zX buck masonry cons lion cwc er: Lf5 - 7 - - rigid - etiaracalrisdaSoitiiAtdi ll9U@Iit•waterpro. .. ..ateriilasad;These-sfdn4leswllibaspiffncofd Ies rePhLe.withfieW'antl ustbaforeapPly}ngthega�nrggflrlp,svreaPttiesurfacecle3nofatlluasg ; • Most major shingle manufacturers licafion Instructions too nryld qq app g ., ._-..._ weather andlleaiblaillCtwilather;. etinsSldce:aklyirregulan[ 'fti3Y;;lloWtll tints nowshbIlies,bstsure .theundeftagshingles cnctrorrg-1X ckin;nauy.construcion PaA■1r4orm: - 6 Rcune bIr t. Xandles should not;be dro) g pa ng ., y p p 4trate OUtiWING 37.50" iL 30.3T +65 '- placement - -Secdrid Course._ .. -Th(rd E.00Ir$ie.. _ .._, ,. _t Uad on ad spar should attempt be hdaaeto se rate-:Shi le96 rbyldflesrnoatl)suriace,F'as[erx+rs m8st 17C b. Sufficlerrt fen to the wood deck at lraat / Bllor rnafedcH&corrR3orients _ .0 -65,0 -. FL-ete4.T for Fastener 4 5 t d-and ronUnue saeotxl course as shown. Tnm 6 152mm from-tfde..end o the Tnm.11` 279mm from The firststii )9�in the course titan c9ntinue:vrith foil shin des 't7reaWng' o arridge 9r dherhupoles.... -. _ 3'4' 79mfi1)hr:Iusttluougti p(yyruod_, Fogostitifherandva iiishucUonslofapph(xiion. t • -tin iP it :( I d a u tc r ush-wrd3lheto acrossiher9of: 2.Handlecatetully-5hinglegGOPeasllybebrokenincold,veatharprtheu:edg4sdamagedlnhpt P(aShln lespryli a I1CpUverwporl'ShlPgtesYtltBdpfecautrnnshavebeentakantoprovlde -- - s,i.g(IT ,os lotttleshinglas nibesecon andybs 4 eq .ou sesti >u p . ¢ 15.. . • Warran dental forblow-offs, based on fasten►n patterns- - , t w e cuiau . Thi res Its "" f m o use vi lilt wrdthshm tes weather. an; abcBPtable mootlr urtaee. This itjCludes ci d+ng heck 910 shingles at'eav s add rakes, SO - --- - tT, p o., t e d is . _s , u , in a 5 : (, 27 m).axposat G nGn y ;th 3- g ato s &oo e to check ra1121 2h nlnedl w1UT I. All cxpbssd matanals most 4R of A (gPe: dlstalligg neey wend edging strips as deeded. Make 5uriace smooth and usabeveled wood strips t ass tha roof. Sh1ka a, chalk I e abgt very urse pa g Two a even When the real problem is a material defect. es. NDTE i 1 tYia la r di er 4. Stnraga shoPld Ue do a coveted; veatilaled;area maxlnTurd temperature f 10 F {43 C.);ktoCe It pecessary. Instxtt _ 30 undaL(aymeM tq ma nta n Class A, rating. p Qav .,,,.. ,, f nIles. ,. h lk ,Id1hTna c«,. ;. .. _ 1 n s - 1 '..• anflat-suriase one use,welghk equah2aUoll:.boartls it pallets are tghe:daunts staCki;d., left or r ht ha rl. ids. $for at eater rake 9 :. - hf 5[ be:.. o c 1 e s rat ..sold VAli a e .As W , -on t$ LIMITED A8 . JTY st27in as • - _ ._...... :..:.. .. ,- S it 15 mu r fs Led front Hbat ie wh n stPrad:at o4 Ito. lid store 1 a steam .tits odta4 a ... .. n�xpt LIAMTEO ARRAtLTY.. .A d L. W . P9 _ t g4.. p _., t.. J 04S.,Q....:.. 0p$....d .: , Installation r@Ctlf3nS,., code officals and consultants Who are assuring compliance With who t shl a Ttavm s t6 min �.. by .Rage vatf n9I s 9 (. 2 ) ,:: _ • <. '' r'i es radiaCcis alas; or Sunli tit Ail rolled ` todact must tie stored 'oil ends. lerf(r5 and tesLgchens Is. hntAn,on. the,P Id iarap{erndalt-es:olu. pklAd }tom GA, F Lfatartals Ca{Hx@Uon at , -.. - 4' t arereSttictive manufacturer application directives tnmmed frant rake: PP' 9 P vriw gal.abmAydev alpA rr xr PrintAdi st vblkxsshailbrdhe respd slaillYoiapj hcabrs dla s[ecl!4u :' i �4. ar y ao , appl _ s '- IMPORTANT: Repay -leaks ,pmiopily to avoid idverse eneets; including mold growth. 6200i GAFMatena.s com.'"on BJGLiSIMATiONAL122903 +" �' I' a Mandatory rerrlova! and re-appilc�tion of shingles=-�oshng time and money . - a 0-01 if a ' The S®lutiot•■ ��A V #' a •/��)� ®�of/� Y �Ccuate •• ._\T 5 I TYF-HEAD&JAMBSGAFs expanded approved Will these expanded fasener options bi y i fastener placement area adversely affect wind uplift resistance? SEE NOTE i 2x (see reverse for details); Afel!! BUCK E Fourth and Remaining CPurs as HIp and Ridge - 1YF HEAD g _ 8 3 #: reSu tin I Tri 11' 432 mr i 'tinm first shingle in ftie eburse th continue tam full sfd las'at:ross P I' "7 i d h 1 Tn anti rick g n nt . (. t) . } g e - . an . t . use t i rng or sots a la}'e appl pUurY, ass lop and grass sUingles anal aPPiY AS o m � a , . • - - ' the rot}f. Fifth and 5ubsequant cdutsas rapeaffidt shingle insirucUans train Slip 3- aPPearanee::pse GAF TlM198EAiE3�"{q!ls hen )le of TItg18€FTi'F)(`)jip$AIdpB CPt!ets 20 fin' 2X ^ i 1?Jv165 Z Greater flexibility UL testing (UL997J conclusively proves that, kal ft: ,1 ndefe s)„Vr a double lays applrcaban' f_ I.1raversal Hip 3 lodge: Phi double atiplit"tk p, BUCK i + o� ` d�ntiti tie thiii shin le$ ��?4L' se start lvith pdpla thickoesg of precut Hip & 6idge shingles and continue r@mairialk With � g v ni fastener placement 9 s double.Ulickiless. Fasten m same manner as Single Application shown Apply, Ions away Tiom �� f Frinaov�xe 9 PP ppY T Y _ F12AME_ g. p . , Cr4IiFs new expanded fastener placement foAsku"V1 prevailing wind direction. • Efficient Installation ThirdC.b11 aP - ---1- will IYQT adversely affect wind resistance MASONRY-, while maintaining highest quality _ F �a„�P ( a-(ss-'# �■ re OPEN NG '\ z MASONRY- QAF's ton Term field experience • Reduced risk of unnecessary g" p . = ' ccppPa ar, ac7 1 .... ar croYe raPb _Flip aTHAEa - o OPENING_ o and costlY re Work supports the conclusions of UL 7 testing ®, r�19"zzear;;ttii rup srA�"i1N�a` s.tlzPit.) r iaa•ra,Ik ��9suP rian baltunii and v i" t2smmlrrun edge :. :. T:9r.1,•sasl:riD1P< i • ...,.r ,- br. . E'Quatity Yeugap Trust Since'1886, • tom North America's Largest Roofing Manufacturer" BUCKANCHORIVG FPAME ANCHORING SIR7REJAA4B o Msc"Y 27( buck construction _ GAF tUTATFJi At.S ;trNGE.t4Ma CURPORAT CN NOTES: 31 o k I. 7/4" E1co concrete screws anchoring 2x buckrequpe a minimum d"clearance to masonry edges, a i-t J4"rrvnimum 8 27 embedment and o 7tinimum 4" ciearaxe fa adjacent concrete screws. Substitution diof equal concrete sc: ews ,,am o 13 iferent supplier may, Novo different edge disfanr_e and Center distance raqusemenl5. Concrete screw to,--alfons at The wit: 9 5/D9 i comers may be adjusted la mointain the minimum edge distance to mortar joints. If concrete screw locations noted as N.T.S. ° 'MAX' ON CENTER"must be adjusted to maintoin the minimum edge drstonce to moncrioints, additional cor, a ■ws sr. DT n' screws may be req tied is ersur he mox'rmum on canter diref ension is not exceeded. IUNGE JAMB Bill LFS q STRIKE P1A1E DEIAii e9wa4n ■n.r c r3 _Ata4, t a_ LU No 8 Wood and TTTnooing Screw Fastener Location Tables 1 DESIGN PRESSURE RATING B Ft3C CODE COMPLIANCE M � RESIGN PRESSURE.(FSfj (S) If exact window Size is not Buck 3 i,4iriiP IvaE G71J' •+- _. d•s t99oe Frame .. I .. A_OSir1"' NE`OAr(q'E:r AN• A .. ROOF OVERHANG :: t s.d.a 2PW . ROOf.ORERHANG _ � ,` . " .. ..:. ::.. �P' ; . J � mndiq� carnm„dlq, Q t10be,la use Tasteneo locations D Of He F ui 9e cam W'dth SPAN A^ :6° "+70,0 :,.1 Ella).. :, SEE NOTE7 - Centerline Eh tAd oq��egq-,:": sGd !'..., 36 h wiam ors. anmm4.orwaaasm .reo m.mnanonbwM wlam sh/s, °.annln.olaaaasmy.w»I n nenenbwa xtlargers Et rt>_ • w�\s+s�:; >; b) .. "': , _ .- : o le ve 4 rw 2 is Ire 4 m a (T) Installations depicted In these e nter �( q.gNgq.-v ROOF, Et40F..-;-, 98 41y zsv2 a z zsv2 '4 x instrucdonsacceptable for SSA. . a4,gRgvq } :i FRAMING " W +60.0 -60.0 FRAMING ' } 0. '�' aaggq:: d 7 ` , i 2s in 4 no z a9 /n 4 z design pressures to 70 PSF w 3 g I �.; ? .. , '� 12^ +50.0 <-50;17 �• y � m gIy a1 a vea 1 4 a for the window sizes shown ro AM01CAN Coks1RUctioN M51AL9 SAw s ggqa'` g t _.. LUMieeM 3 4� 1 4 t in the table, DesignL2 ggK4evq \ggqqq 3 Al4MINUM A < - -- p o A a7 4 y.: i a e- b no aw2M;ggq' rgazrgq*-- yE g ., fASEIA ' - FASCIA -.- 4' 1". 31re 4 Pressures D.P, are positive - •.qq,y' qq4 ghggSw\q: d q ag 1 10 +38.5 `-38.5- � � vm 1 sz ire 4 ( ) po itive 514p West EliBon Street s* ti�g9r a.wegq EE .. a s TRRI Tflh I a wuwgq�. ggqq5 e / o, g d andnegagv negative. Overall Frame t e e uck L3 rC111 • tT F1,.3363A '�'4� d _ `I -� , � �': - 16 +30.8. - 30.0. r:: � _ � .. E ¢ H. 9M Et ILI L2 L3 Eb In.rauagon owe. Hight Et L1 L2 y�L3 Eb mwn.n bwy - window assembly design Height t; , - _ �. �,5, 25 11/2 Na 147r8 all/a 3]/B 2a - 633 ti• .rr� LNU gA t 37 3/8 1 in Na 17118 M to 3 7/8 2 37 3B x -ffi�114 931r2 41n 2 70 PSF and sh 11lbes thanSdFF1T �iWIC D:RAMMIG ANO CONflECRONS TO tIE DESIGNED SP, FFITJ Wes' / - Eb i Ef2APIE0 49 518 1uz Na 2s 3,a lSY4 37/8 2 49 518 x 4aato a09 determined in accordance „. ....BY THE sM"ITECT OR ENGINEER OF REPgRD'_,,... a ,.,j. :.: 55 i/4 1uz Ne zs v4 513re 3na z 55 1/4 a si 47n x.DETAIL P- {lEtA4. G with Note 13 of FLEX2010p,:11(fiI : .,:... �Y.q' ..- - 212dCOMMONNAILOR3116-nVyCONCREiESCREW 2 571rz a1n 7 52 1tn 7318 32 S18 se ire 3718 1ez (U) Production Glazing may differ 71 1 to 76 are 41 `J8 67 ire 7 ]/e t 71 2 a91/2 - d irz 1TRJPLE & QUAR 4 E.:�{Mal.1-1/4'EMEEDMENn®74".pNGtfJTER. DETAIL"Ea3 11n ware s3sa 7sva 37ie 1 a3 z 7a,n 41rz 1 from that tested as flowed 5 F SIDE VIEW = SINGLE SPAN W IF -CHANNEL SIDE, VIEW SINGLE SPAN WJ7-CHANNEL � by ANSI/AAMAIHMDA centerline ALUMiNUM SOFIT T tt,t �` Of Slli ?iRiLE 4 4 t5fiwm tV/ Wsc/r P dnD ovedun9l I m wl busslGaming ovflznvl of „ ddu °d°' aoVr 101/I.S. 2, 101/I,S. 2INAF$ INSTALL TIDN No 1 $$ & or AAMA/WDMA/CSA E m wine, Eh/6 C•rrhdhr. d Heal a Sill Nno Im49.don aw, wraM crib Qnt.ft.Pt H..d li sic onto Inodlail-bw Window Size Aoalirobility E LP -§•AI; I➢!Isr,`rlCc! Z 23tn 4 applicable Building Code. >36' to 52-1/8' Wide at Head & Silt HP tdaN l•ols'1 z 101/I.S. 2/A440 and TRIA6NAlI.ATTACHH7 - 3TAPL6MSrAtLEDO z3/a ° z re 2 1HRL)UGH FASCIA i70C. (INTO WO001 z71, a - a z7 vz 4 no 2 PP >59-1/2 to 83-1/2' High at Jambs Z �'aRAL YaOTES �)6 O,Ci. MAX, - :It•1 J-CNANNEi, $LOT G � � 31 ,n a z z See Note 12 and 1�3 on - . - UA -SAND N C • P CE WITH.. .... - ..:'; ..'' _ $ STAPLES (WALLED 6 24' O.C; (WiC WO60i. ; . bit T-NAIL 0 1 T O,C.: 36112 a 0100 for -... $ 1. THIS PRC)WC1 Ht3 BEEN kYAL TEO,,. 1SIr. , OM LIAN .,. ... :. ' - APLE4lOCJ, - .. .,. I TOWOOD. & - 1'n - --_ ^.- __. __._ .._ v+?�- -__"- .,... 1 _ 391n 4 -.-- v4P 1 further d tails 2 Buck a �.: - :. ,:_ON i;CHAfiNC•L.LEG ORTNN60170.G. , .._iEp_. ,iN..,,:.. a o. 431n ._ ---- .._. ___. ___. --'---__---- ---- Frame jHE2W7f10$I¢AB,IN[D}NO CODE EXCLUDING THE -HIGH VElOOMsI :I- (� j ;NOTEi I' '(INTO WOON ORMASONRYJ �. �•= i24"O.C,INTO FRAMING OR MtASONBYi + r•. i 431n 4 ors 1 Structural two by wood buckne � - 171. 4 1 47to 4 & HURR CANE IONE, q�4kgq F9R YGIIARE CUT OVERHANG 9' " in ., y� °' and/or framing at the head, Width craw ggqqq: ? 71Nt pOiTDt14i FASCYA TAT sill and Jambs to be securely Eh Eh t $ Pat3Duef AN9HQ. SHALL BE7L5 LOTEt?AND SPACED AS SHOWN ON ` a rsq„r .w. ; . _ Night Et Lt L2 L3 Ela m.eaanon ows. H.rgnr Et L1 L2 L3 Eb Md.U.eon Dw E qq$g 4glq - - 1 -. ':AGAIN5I PATJIt t fastened to transfer the load DETARY..MICf 01i iM9ED)AENt t© BA§EMATEBIAL tAll BE 9EYOt7l3 --,_•. - . • ' - h 1cr . +: m !] - - 1 - 6 vi d 271,2 t In Na 153/A 23 &S 3718 2 271/2 2 N. is v2 z3 a 1n x wxtbiiEs51N60R STUCCO: .. .a; �' : 11 r d 35,n , In No 19 are 31 &a 371 a 3s in z Na 12112 31 a v2 x to the wood structural . _ .. 4i5iM?4 : .. •:.." B : . - 431n tin Na 23 are 2 43112 2 Na 2] irz 39 a 1n x substrate per the FBC and - l 3. $RE CONDITIONS NQit30YERIED BY THIS DRAWING ARE YUBJECT TO'.: 4 1e\qqq�'. 471U t 1n Na 25 N. 4399 a7re x a7 v2 x ma m 1a cl 4 to 2 the engineer of record s SIApIF,S INSTJ)I.LED B'. / FURTHER ENGINEERING ANALYYI3:: - grtdacrgqqc: - _ - - + silo t vz N. z7 ve a va 3na 2 st irz z N. z7 v2 e a 1n 2 details as applicable. L2 3 grnsngiq ... 7TOG;;iINrOWOODJ ; .. . _... _ ... _ :...,Moga : P-C N iLOT OA i NAIL :. /i. !� 59 v2 1 1n Na 31 are ss 818 3 ve z 59 in 2 N. 31 1n 55 a in z n 4. WOOD/CMU WAIL C4NSTRUC)ION; dY OIHM M. (:Gf hE DESIGNED' aq� w HAN Et ilin- irz 9 ae 433 a a7 va a7is (V) See FLEX20100, Notes 10 to 771n 2 43 7r2 67 41n 1 Buck 4 0 ,; �. e1T O;C, _ 15 for additional FBC Code L3 PROPiRIY TO RECEIVEIORDi PROM THE SOFFB AND/OR2'.$7" d:\ .. : �� ... .. .:..:' -OW �MASONI(Y i, e31z tvz 313re ss:ve. 7e va 37ra 1 83112 2 2a s5 to lg 41/2 1 Frome - SAMSTRIPS: - '-,, a�uggq �� + .a,RPa, aso (Mfg _._ ¢Ott ) _ ..,. Compliance. Heightos spate: NTS Fostener Location Toble Notes" Q / Eb yYa JFi `RI4 wging9gq.' - ... E ..- ! STAPIEi MLRTALI-ED d1� K ... -. .. e qk END OFPAN&AN,D 3 �J 10. 5 11 3 1) All dimensions shown taken from the buck width or height of the window frame. TABiI S#cOf115N1$ .. q>rvggq " • 9 MAX O.C, 3rr:..... �t 2 2 Base L, _ _:- ) d on the Milestone Series No. and size of the window to be installed, enter the correct table above ggiwyfqqq: S� DETAIL E; $HEEr SI ;`�• - S: ' _ , t0 determine e O Es ES tNE17N oFSCR1PIfOH : v ��3 ( 11 ne the locations of the No. 8 Wood or Topping Screws based on either Installation No. 1 or No. wqq q t/aMAL-.: f PP 9 l ledefeVd m,b' 6nerWlioas" "' ggyyq; 1/efAA3tl t EpX;- '� 2 illustrations at right. The applicable Installation illustration is noted in the table. in]c; i,. l/e°:MAx,--1 1 n4ie.1 9 OA,.. 3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is + / - i". 'NSTALLT1au No a Al . ,,:...�...r N,i.S, $gflitdelolan:. espnpressurey stir N, tea 1 4) An installation fastener is only required at the centerline of the head and sill when indicated in the Wlnd°w size Aoollcnbluty / Sd d defol and des gh Pte354f6i _ �T drb aA , y 4 n r n JK table as "yes". IT 'no", on installation Easterner is not required at the centerline of the head and sill. to 36' Wide nt Head 6 Silt YolyddiCA,de. essiaesandb6ofmd}etas,"' iUAb9(Q4) swami (i�t%�!t DETAIL'F: �i:T�L_ 1 cHlm LF$ , 5) This table is NOT applicable to the nailing option. See Notes 0, P. Q, and R for nail installation to 59-1/2' High of Jambs ' p - - - - - �e-0It(pll ui!cil CaewAr?Nn, �$�� $ locations and spacing. Cd+F01+Idl�a+cidj FL- fz Fpse(a F-Channel J=Channel r L- 7xP 18;;1 Q 13 AS9 MEOW MEOW, 140ow Drawing No. FLU21120 O SbPFl7 AIR PLr51rv'rAer:E rR--M LSE,SF,$ilrTfOtii. - _ MATER1 :.. ... ... ALLIMINUNt:'. .. .. 4lRRWW AlR F.L77w'. , : ... ..... SPAN ,,..:';A " _.._ .. .. . .. .. 7 ;J'..±fANNEL.01b6 THK,AL.3103,:kf23 ,... _ ,....,,ALUMINUM: ROOF.OyERHAMG 3lNGLE3P7Nf>:NGhl , oEsrGNPRE$sURE sFJ anerrr'lv.a :m..e::;: Y80111 7YNe' e. ., .... ... ., . y __.. F�\\\\_ ri: ., .:_. s.- ,-:e. �.. enemy :ffi a '4 m tAt (, , &I �Qck A,�P AA`L`dy-,) P r� OA w I