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<br />GENERAL STRUCTURAL NOTES
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<br />II. Doors and Y'iindo....s (General)
<br />11.1. All exterior ....Indo....s and glass doors are required to be tested in accordance ....ith
<br />ANSI/AMMA/NmDA 1011152 Standard and bear an AMMA or Y'iDMA label IdentiF~ing the
<br />manuFadure, performance e-haraderlstlcs and approved testing entit~. (FBG 1101.42.1)
<br />112. All exterior ....indo....s and doors, shall be ane-hored per published manuFadure's
<br />recommendations to achieve the design pressures speciFied. (FBG 1101.4.41)
<br />11.3. See attached details For all exterior ....Indo....s and doors ....here buck thlckt1ess Is I 1/2" or
<br />greater, the buck Is attached in a manner that transFers the load directl~ to the strudure.
<br />Y'ilndo....s and doors shall be anchored through the jamb into the ....ood bue-k.
<br />11.4. Plan details illustrate that the ....indo.... buck shall extend be~ond the Interior lip of the
<br />....Indo.....
<br />11.5. Mullions and adjacent door assembles are tested or engineered to transFer 1.5 times the
<br />design load to the rough opening substrate.
<br />
<br />12. Doors and Y'iindo....s (SaFet~ Glozing Lowtlons)
<br />12.1. Slazing In s....inglng doors and fixed and sliding panels of sliding (patio) door assemblies.
<br />12.2. Glozing in doors and ....alls of enclosures for hot tubs, ....hlrlpools, saunas, steam rooms,
<br />bathtubs, sho....ers and other such facilities ....here such glozing is lowted 36 inches or less,
<br />measured horizontall~, from a standing or ....alking surface ....ithin the enclosure and ....here the
<br />bottom edge of the exposed glazing Is less than 60 Ine-hes, measured vertlcall~J above such
<br />standing or ....alking surfaces.
<br />12.3. Slazing in on Individual fixed or operable panel adjacent to a door ....here the nearest
<br />vertlwl edge is ....ithin a 24-lnch radius of the door in the closed position and ....hose bottom
<br />edge is less than 60 inches above the floor or ....alklng surface.
<br />12.4. Slazing In on individual fixed or operable panel, other than those locations desaibed in
<br />items 2 and 3 above, that meets 01\ of the follo....ing conditions:
<br />12.4.1. Exposed area of an Individual pane greater than '1 sq ft.
<br />12.42. Bottom edge less than IB Inches above the floor.
<br />12.4.3. Top edge greater than 36 inG-hes above the floor.
<br />12.4.4. One or more ....alking surfaces ....ithin 36 inches horizontall~ of the plane of the glazing.
<br />12.5. All glozing in railings regardless of the area or height above a ....alking surface including
<br />strudural baluster panels and nonstrudural in-fill panels.
<br />12.6. Slazing In ....alls and fences enclosing Indoor and outdoor s....lmmlng pools and spas ....here
<br />the bottom exposed edge of the glozing is less than 60 inches above the ....alking surface of
<br />the pool on the pool side of the glozing and the glozing is ....ithin 60 InG-hes horizontall~ of the
<br />....aters edge.
<br />
<br />13. Roof Assemblies and Rooftop Strudures
<br />13.1. Roof covering speciflc.otion including fastening sG-hedule has been Included os part of
<br />these construdlon dra....ings.
<br />13.2. Roof covering manufacture's Installation Instrvdlons and test data certiF~ing ....Ind load
<br />compllanGe must be submitted ....ith these construdlon dra....ings.
<br />13.3. Y'ieather protection - Flashing sholl be Installed In such a manner as to prevent moisture
<br />entering the ....011 through the joist in coping, through moisture permeable material, at
<br />intersections ....ith the roof plane or at parapet ....011 penetrations. Flashing sholl be installed at
<br />....011 and roof Intersections, at gutters, ....herever there is a change in roof slope or direction,
<br />and around roof openings. V'lhere flashing 15 of metal, the metal sholl be corrosion-resistant
<br />....ith a thlckt1ess of no less than .01'1 Inch (26SA (.55 mm) galvanized sheet).
<br />13.4. Materials - roof and roof coverings sholl be of materials that are compatible ....ith each
<br />other and ....ith the building or the structure to ....hlG-h the materials are applied. Roof coverings
<br />sholl conform to the appllc.oble standards listed In chapter 15 of the Florida BJilding Gade
<br />(FBG). Roof covering material sholl be delivered In packages bearing the manufadures
<br />Identif~lng marks and approved testing agenc~ labels. Nails and ....ood sae....s shall be
<br />corrosion resistant conforming to ASTM 1661 and ANSI/ASME IB.6.1 respectlvel~. The corrosion
<br />resistance of the nails and ....ood sere....s shall meet ASTM A 641, class I or equal. Clips sholl
<br />meet 1.5 oz per sq. ft. corrosion resistance per ASTM A153. Corrosion resistanGe b:i coating,
<br />electro galvanization, mechanical galvanization, hot dipped galvanization, stainless steel, non
<br />ferrous metal or allo~ 15 ac.c.eptable.
<br />13.5. Non-oollastered roof coverings ....ith slopes 2:12 or less - roof s~stems ....ith built-up,
<br />modified bitumen, full~ anchored or mechonlc.oll~ attached single pl~, metal panels, and other
<br />t~pes of membrane roof coverings sholl be tested for ....ind resistance in accordance ....ith FM
<br />4450, FM 4410, UL 5BO or UL IB'11, ph~Sic.ol Integrit~ in aGcordance ....ith ASTM S23 or S53, and
<br />impact resistance in accordance ....ith D3146, ASTM D 4212, CG S5 31-52M or FM 3310. The
<br />manufacture's engineerIng documentation sholl tnclude but not limited to the placement and
<br />speCification of underla~ment and roof material, and the attachment necessar~ to resist the
<br />cladding pressures sho....n on the floor plan.
<br />13.6. Asphalt shingle roof covering ....ith slopes 2: 12 or greater - asphalt shingles sholl hove
<br />self-seal strips or to be interloGking, and compl~ ....ith ASTM D 225 or D3462. Self adhering
<br />pol~mer modified bitumen sheet shall compl~ ....ith ASTM D \'110. lJnderla~ment sholl conform to
<br />ASTM D 226 t~pe I, or ASTM D 4B'1, t~pe I. Double underla~ment Is required for roof slope
<br />2: 12 to 4: 12. The shingle manufacture's engineering documentation sholl InG-lude but not be
<br />limited to the placement and speGiflc.otlon of underla~ment and shingles, and the attaG-hment
<br />necessar~ to resist the cladding pressures sho....n on the floor plan.
<br />13.1. Cla~ and conaete roof covering ....ith slopes 2 1/2: 12 or greater - cla~ tile sholl compl~
<br />....ith ASTM C 1161. Conaete tile sholl be in accordance ....ith the ph~slc.ol test requirement as
<br />follo....s: transverse breaking strength per section 5.3 of ASTM C 1161 and in ac.c.ordance ....ith
<br />table 1501.4.5.2.1 of the FBG, absorptron per section B of ASTM C 140, and freeze tha....
<br />resistance per sedlon B of ASTM c.. 61. Double underla~ment is required for roof slopes 2
<br />1/2: 12 to 4: 12. The tile manufadure's engineering dOG-umentatlon sholl included but not be limited
<br />to the placement and specific.otion of underla~ment and tiles, and the attachment necessar~ to
<br />resist the cladding pressures sho....n on the floor plan.
<br />
<br />14. Handrails I Stairs
<br />14.1 Handrails of circ.ular aoss-sedlon sholl have a diameter of no less than I 1/4" (32 mm) and
<br />no greater than 2" (51 mm).
<br />14.2 Handrails of non-circ.ular cross-sedlon shall hove a perimeter of no less that 4' (102 mm)
<br />and no greater than 6 1/4" (15'1 mm) and the largest cross-sedional dimension sholl not exceed
<br />2 1/4" (51 mm).
<br />14.2.1 A minimum radius of liB" shall be required on all edges.
<br />14.3 Exception: A cirwlar cross-sed Ion of no less than I 1/4" (32 mm) and no greater than 2"
<br />(51 mm), or equivalent graspabilit~ performance of a non-cirwlar aoss-sectlon Is required for
<br />handrails of d....elllng units or ....Ithin d....elling units.
<br />14.4 A continuous surfaGe for griping sholl be provided ....ithout interruption.
<br />14.4.1 Exception: A ne....el post is permitted to interrupt handrails at turns ....ith In d....elling units.
<br />14.4.2 Exception: Over the lo....est tread a volute, turnout, or starting easing shall be permitted
<br />in d....elllng units.
<br />14.4.3 Exception: To be considered os objeds not Infringing the graspabilit~ of the handrail,
<br />the handrail braG-kets and balusters must compl~ ....ith the follo....lng conditions.
<br />14.4.3.1 The~ do not projed horizontall~ be~ond the sides of the handrail ....ithln I 1/2" (3.15 cm)
<br />of the bottom of the handrail and provided that, for each 1.2" (1.3 cm) of additional handrail
<br />perimeter dimension above 4" (10 cm), the vertlGal clearance dimension of I 1/2" (3.15 cm) con
<br />be reduG-ed b:i liB" (0.3 cm).
<br />14.4.3.2 Edges of the handrail brackets and balusters sholl not hove a radius of less than liB".
<br />14.4.3.3 Handrail brackets and balusters sholl not obstrud more than 20 percent of the length
<br />of the handrail.
<br />14.5 Handrails, guardrails, and stairs for this projed are a pre-manufadured s~stem. It Is the
<br />responsibitlt~ of the speclalt~ engineer for the manufacturer to designate the s~stem,
<br />components, connections, and attachments. The speclalt~ engineer shall for....ard Signed and
<br />Sealed DOG-uments to the Engineer of ReG-ord prior to construdlon.
<br />14.6 Openings in guardrails sholl be sUG-h that a 4" dla. sphere c.onnot pass through, In addition,
<br />a curb or bottom roil sholl be placed so that a 2" dla. sphere cannot pass under the rail.
<br />
<br />AREA:
<br />LIVING: 1211 S,F,
<br />GARAGE: 400 S,F.
<br />PORCH: 128 S.F
<br />TOTAL: 113G1 S.P,
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<br />15. Masonr~ Veneer
<br />15.1. Masonr~ veneer anchored to ....ood framing - sholl be attached ....ith corosion-reslstant
<br />corrugated sheet metal and sholl not be less than .02'1 Inch b:i liB inch ....Ide ....ith ends bent '10
<br />degrees to form a hook not less than 2 inches long. Moisture protedlon sholl be Install.e~ to
<br />proted the strvdure frame and sheathing. The barrier sholl be at least T~pe 15 felt building
<br />paper and must be free of holes and breaks other than those aeated b~ fasteners and .
<br />construction s~stem used in attaching of the barrier, and sholl be applied over the sheathing
<br />of all the exterior ....01 Is. SvG-h felt paper sholl be applied horlzontall~ ....ith the upper la~er
<br />over the lo....er not less than 2 Inches. Wlere vertlc.ol Joists ocwr, felt sholl be lapped not
<br />less than 6 inches.
<br />15.2. Masonr~ veneer anG-hored to masonry of conaete ....alls - sholl be attached ....ith
<br />corrosion-resistant corrugated sheet metal and shall not be less than .02<1 ine-h by 1/B inch
<br />....ide or corroslon-resitant ties of strand ....ire and shall not be less than Y'il.l ....ith ends bent '10
<br />degrees to form and hook not less than 2 inches long.
<br />15.3. Metal ties sholl be embedded Into mortar joints a minimum one the veneer thlckt1ess.
<br />Each metal tie shall support no more than 3 sq. ft. of ....011 area ....ith 0 maximum spac.ing of IB
<br />inches vertlc.oll~ and 24 inches horizontall~.
<br />15.4. A I Inch minimum air spaG-e sholl be maintained bet....een the anG-hored veneer and exterior
<br />face of the sheathing material.
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